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35 pages, 51233 KiB  
Article
Establishment of Austro-Hungarian Military Buildings in Banja Luka and Their Subsequent Repurposing
by Miroslav Malinović, Milijana Okilj, Jasna Guzijan, Siniša Cvijić, Jelena Stanković Aćić and Dubravko Aleksić
Buildings 2024, 14(12), 3876; https://doi.org/10.3390/buildings14123876 - 2 Dec 2024
Viewed by 157
Abstract
This paper explores the replanning, reconstruction, and rebranding of Austro-Hungarian military buildings, encompassing common military administrative, healthcare, and housing facilities as well as railways that were under military jurisdiction, and their profound influence on the development of Banja Luka, Bosnia and Herzegovina. These [...] Read more.
This paper explores the replanning, reconstruction, and rebranding of Austro-Hungarian military buildings, encompassing common military administrative, healthcare, and housing facilities as well as railways that were under military jurisdiction, and their profound influence on the development of Banja Luka, Bosnia and Herzegovina. These structures, originally built for military and logistic purposes during the Austro-Hungarian period (1878–1918), played a pivotal role in shaping the city’s urban and architectural landscape. The study employs historical analysis of archival documents, maps, and photographs, combined with contemporary field observations that assess the current state and adaptive reuse of these buildings. This approach allows for a comprehensive understanding of the buildings’ transformation over time, from symbols of military authority to cultural and social landmarks within the city. The key periods of transformation—between 1945–1991 and post-1995—were largely driven by changes in national politics, military ownership, and local urban development policies that promoted the urbanization of unused military zones. The findings reveal a dynamic process of adaptive reuse, wherein the rebranding of these historical edifices has repurposed them into cultural, educational, and public spaces. These adaptive transformations not only preserved the architectural integrity of the buildings but also revitalized their roles in the community. The study concludes that Banja Luka’s experience serves as a model for sustainable heritage management, demonstrating the balance between historical preservation and modern urban development. The results highlight how the city successfully merged its rich architectural past with contemporary needs, contributing to its cultural identity and urban growth. Full article
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Figure 1
<p>One of the plans of the Austrian military siege of the Ottoman stronghold Banja Luka during the fights in 1737. Visible are fortress with two smaller settlements identified in its vicinity. This map edition is issued in 1737 in scale 1:5000, dimensions 39 × 24 cm. Reproduced with courtesy and permission from [<a href="#B26-buildings-14-03876" class="html-bibr">26</a>], ANNO/Austrian National Library.</p>
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<p>Banja Luka, landscape view of the fortress Kastel and Vrbas river before 1873 [<a href="#B27-buildings-14-03876" class="html-bibr">27</a>]. Reproduced with courtesy and permission from ANNO/Austrian National Library.</p>
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<p>Banja Luka and its surroundings as depicted on an Austrian map dated 1863. This map edition was issued in 1863 using the Wiener Zoll scale (1:28,800), with dimensions of 24 × 20 cm. Reproduced as public domain [<a href="#B30-buildings-14-03876" class="html-bibr">30</a>], Austrian State Archives.</p>
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<p>Banja Luka and its surroundings in period between 1880 and 1884, map also known as “Austrian map”. This map edition was published in 1890 at a scale of 1:25,000, with dimensions of 41 × 48 cm. Reproduced with courtesy and permission from [<a href="#B32-buildings-14-03876" class="html-bibr">32</a>], Archives of Republic of Srpska.</p>
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<p>A tabulated overview of researched buildings with their construction time and original purpose, followed by changes in titular ownership, and eventual reuse with current purpose or demolition time, presented along the time-line as indicated in the paper. The symbolic size and extent of the military campus is represented with yellow boxes, while red X marks represent the demolitions of respective buildings or sites.</p>
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<p><span class="html-italic">Banja Luka Stadt Bahnhof</span>; view of entrance façade and front square. Photograph taken in the first years of operation. Reproduced with courtesy and permission from [<a href="#B43-buildings-14-03876" class="html-bibr">43</a>], Museum of Republic of Srpska.</p>
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<p><span class="html-italic">Banja Luka Stadt Bahnhof</span>; elevation view from the west. Reproduced with permission from [<a href="#B45-buildings-14-03876" class="html-bibr">45</a>], Arhitektonsko-građevinsko-geodetski fakultet Univerziteta u Banjoj Luci, 2018.</p>
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<p><span class="html-italic">Banja Luka Stadt Bahnhof</span>; aerial view of the former platform side with the building’s position within the city’s central core (2022). Reproduced with permission from Milan Bajić [<a href="#B47-buildings-14-03876" class="html-bibr">47</a>].</p>
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<p><span class="html-italic">Direktion der K. u. K Militärbahnen</span>; close-up view of the eastern façade. Reproduced with permission from [<a href="#B49-buildings-14-03876" class="html-bibr">49</a>], Archives of Republic of Srpska.</p>
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<p>(<b>a</b>) Bahnhof Kaiserstraße; elevation view from the west. Reproduced with permission from [<a href="#B16-buildings-14-03876" class="html-bibr">16</a>], Arhitektonsko-građevinski fakultet Univerziteta u Banjoj Luci, 2011 (p. 131); (<b>b</b>) Bahnhof Kaiserstraße; View of the northwestern corner (2024). (Photo done by authors).</p>
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<p><span class="html-italic">Bahnhof Kaiserstraße</span>; aerial view of the miniature position (central in the photo) in the contemporary surrounding within the highrise buildings in the historical Kaiserstraße (2022). Reproduced with permission from Milan Bajić [<a href="#B47-buildings-14-03876" class="html-bibr">47</a>].</p>
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<p><span class="html-italic">Militäramtsgebäude</span>; broader area view from <span class="html-italic">Herrengasse</span>. Postcard dated in 1914. Reproduced with permission from [<a href="#B51-buildings-14-03876" class="html-bibr">51</a>], Atelje Vicić, 2006, (p. 187).</p>
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<p><span class="html-italic">Militäramtsgebäude</span>; elevation view from the south (technical drawing done by authors).</p>
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<p><span class="html-italic">Militäramtsgebäude</span>; view of the main façade from the south, former <span class="html-italic">Stefani Park</span> (2024). (Photo done by authors).</p>
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<p>(<b>a</b>) <span class="html-italic">Vrbas Kaserne</span>; view of entrance tree alley; postcard issued in 1908. Reproduced with courtesy and permission from [<a href="#B53-buildings-14-03876" class="html-bibr">53</a>], ANNO/Austrian National Library, 1908; (<b>b</b>) <span class="html-italic">Vrbas Kaserne</span>; present-day condition of the entrance alley to the University. Reproduced with permission from Milan Bajić [<a href="#B47-buildings-14-03876" class="html-bibr">47</a>].</p>
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<p><span class="html-italic">Vrbas Kaserne</span>; present-day aerial view of the University campus. Reproduced with permission from Milan Bajić [<a href="#B47-buildings-14-03876" class="html-bibr">47</a>].</p>
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<p>(<b>a</b>) <span class="html-italic">K. u. K. Truppenspital</span>; postcard issued in 1900. Reproduced with permission from [<a href="#B51-buildings-14-03876" class="html-bibr">51</a>], Atelje Vicić, 2006, (p. 182); (<b>b</b>) Present-day aerial view of the park in place of the former <span class="html-italic">K. u. K. Truppenspital</span>. Reproduced with permission from Milan Bajić [<a href="#B47-buildings-14-03876" class="html-bibr">47</a>].</p>
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<p>(<b>a</b>) <span class="html-italic">Militär Monument 1878</span>; postcard issued in 1904 [<a href="#B32-buildings-14-03876" class="html-bibr">32</a>]; (<b>b</b>) <span class="html-italic">Militär Monument 1878</span>; current condition (2024). (Photo done by authors).</p>
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<p><span class="html-italic">Militär Monument 1878</span>; elevation view from the west (technical drawing done by authors).</p>
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<p>Schematic maps representing turning points in establishment, development, and reuse of military buildings and sites in Banja Luka. (<b>a</b>) Last decades of Ottoman rule (until 1878); (<b>b</b>) First half of the Austro-Hungarian rule (1878–end of 19th century); (<b>c</b>) Second half of the Austro-Hungarian rule (early 20th century—1918); (<b>d</b>) Era of Kingdom of Yugoslavia until WWII (1918–1945). The underlaid is the “Austrian map” (<a href="#buildings-14-03876-f004" class="html-fig">Figure 4</a>) with indicated rivers, fortress, and extents of the urbanized area. Numerated symbols: 1—<span class="html-italic">Banja Luka Stadt Bahnhof</span>, 2—<span class="html-italic">Direktion der K. u. K Militärbahnen</span>, 3—<span class="html-italic">Bahnhof Kaiserstrasse</span>, 4—<span class="html-italic">K. u. K. Militär-Stationskommando</span>, 5—<span class="html-italic">Vrbas Kaserne/Militärlager</span>, 6—<span class="html-italic">K. u. K. Truppenspital</span>, 7—<span class="html-italic">Militär Monument 1878</span>.</p>
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<p>Schematic maps representing turning points in establishment, development, and reuse of military buildings and sites in Banja Luka. (<b>a</b>) After WWII and prior do earthquake (1945–1969); (<b>b</b>) After the earthquake and prior to civil war (1969–1991/1995); (<b>c</b>) Post civil war (1995) until the end of the 20th century; (<b>d</b>) 21st century. The underlaid is the “Austrian map” (<a href="#buildings-14-03876-f004" class="html-fig">Figure 4</a>) with indicated rivers, fortress, and extents of the urbanized area. Numerated symbols: 1—<span class="html-italic">Banja Luka Stadt Bahnhof</span>, 2—<span class="html-italic">Direktion der K. u. K Militärbahnen</span>, 3—Bahnhof Kaiserstrasse, 4—<span class="html-italic">K. u. K. Militär-Stationskommando</span>, 5—<span class="html-italic">Vrbas Kaserne/Militärlager</span>, 6—<span class="html-italic">K. u. K. Truppenspital</span>, 7—<span class="html-italic">Militär Monument 1878</span>.</p>
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29 pages, 5663 KiB  
Review
Bibliometric Analysis on Earthen Building: Approaches from the Scientific Literature and Future Trends
by Adrià Sánchez-Calvillo, Lídia Rincón, Erwan Hamard and Paulina Faria
Buildings 2024, 14(12), 3870; https://doi.org/10.3390/buildings14123870 - 2 Dec 2024
Viewed by 350
Abstract
This study presents a comprehensive bibliometric analysis of the earthen architecture and construction scientific literature production at present, analysing the historical evolution, research patterns and trends and the investigation of the different existing earthen building technologies. Utilising the SCOPUS database, this study analysed [...] Read more.
This study presents a comprehensive bibliometric analysis of the earthen architecture and construction scientific literature production at present, analysing the historical evolution, research patterns and trends and the investigation of the different existing earthen building technologies. Utilising the SCOPUS database, this study analysed 3804 documents published between 1968 and 2023, with an annual growth of 16.92% since the year 2001. Key findings include the identification of top authors, institutions and collaborative networks, the co-citation analysis and the main keyword analysis and classification into different clusters. Regarding the building technologies, the results indicate a prevalence of research on vernacular earthen building techniques, mainly rammed earth and adobe masonry. Nevertheless, a growing interest in innovative methods using earth-based materials can be spotted. The bibliometric analysis identifies the development of the academic interest and emphasises the importance of interdisciplinary collaboration and the need for international recognition of earthen buildings. Future research should continue to explore the environmental benefits of using earthen materials, the development of earthen building techniques and systems in modern industry and the preservation of the architectural heritage and vernacular knowledge of contemporary technology. Full article
(This article belongs to the Section Building Materials, and Repair & Renovation)
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<p>Earthen-related yearly literature production from 1968 to 2023.</p>
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<p>Top ten sources of publishing and percentage of literature production according to the type of document.</p>
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<p>Yearly citation overview of the earthen-related global production from 1968 to 2023.</p>
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<p>Countries with more research literature production.</p>
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<p>Countries co-occurrence map by association strength.</p>
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<p>Geographical positioning of the author’s affiliations.</p>
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<p>Main authors by total published documents.</p>
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<p>Co-authorship network map by association strength.</p>
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<p>Author co-citation network map.</p>
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<p>Bibliographic production on each of the earthen building techniques.</p>
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<p>Earthen-related keyword co-occurrence map by association strength.</p>
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<p>Trend of topic keywords in the last five years (2019–2023).</p>
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<p>Three-field plot of the main institutions, authors and indexed keywords.</p>
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19 pages, 2082 KiB  
Article
Emergence of AI—Impact on Building Condition Index (BCI)
by Jye West, Milind Siddhpura, Ana Evangelista and Assed Haddad
Buildings 2024, 14(12), 3868; https://doi.org/10.3390/buildings14123868 - 2 Dec 2024
Viewed by 375
Abstract
The Building Condition Index (BCI) is a widely adopted quantitative metric for assessing various aspects of a building’s condition, as it facilitates decision-making regarding maintenance, capital improvements and, most importantly, the identification of investment risk. In practice, longitudinal BCI scores are typically used [...] Read more.
The Building Condition Index (BCI) is a widely adopted quantitative metric for assessing various aspects of a building’s condition, as it facilitates decision-making regarding maintenance, capital improvements and, most importantly, the identification of investment risk. In practice, longitudinal BCI scores are typically used to identify maintenance liabilities and trends and proactively provide indications when maintenance strategies need to be altered. This allows for a more efficient resource allocation and helps maximise the lifespan and functionality of buildings and their assets. Given the historical ambiguity concerns because of the reliance on visual inspections, this research investigates how AI and using ANN, DNN and CNN can improve the predictive accuracy of determining a recognisable Building Condition Index. It demonstrates how ANN and DNN perform over asset classes (apartment complexes, education and commercial buildings). The results suggest that DNN architecture is adept at dealing with diverse and complex datasets, thus enabling a more versatile BCI prediction model over various building categories. It is envisaged that with the expansion and maturity of ANN, DNN and CNN, the BCI calculation methodologies will become more sophisticated, automated and integrated with traditional assessment approaches. Full article
(This article belongs to the Special Issue Built Environments and Environmental Buildings)
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<p>Prisma Model for Research Assignment.</p>
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<p>Performance results.</p>
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<p>Confusion matrix.</p>
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<p>Comparison of ANN and DNN predictions to actual BCI scores.</p>
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<p>Distribution of building type.</p>
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<p>Relationship between structural integrity and BCI scores.</p>
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23 pages, 3489 KiB  
Review
HBIM: Background, Current Trends, and Future Prospects
by Fernando Ávila, Álvaro Blanca-Hoyos, Esther Puertas and Rafael Gallego
Appl. Sci. 2024, 14(23), 11191; https://doi.org/10.3390/app142311191 - 30 Nov 2024
Viewed by 258
Abstract
Historic building information modeling (HBIM) represents an emerging field that extends traditional building information modeling (BIM) to the preservation, management, and analysis of heritage structures. This paper provides a comprehensive overview of HBIM, tracing its evolution from its origins and early applications to [...] Read more.
Historic building information modeling (HBIM) represents an emerging field that extends traditional building information modeling (BIM) to the preservation, management, and analysis of heritage structures. This paper provides a comprehensive overview of HBIM, tracing its evolution from its origins and early applications to its current state and future prospects. The processes of data collection and modeling are thoroughly examined, addressing levels of detail, digitization methods, and commonly used software and data formats. Attention is also given to existing BIM standards and protocols and their potential application to HBIM. The paper emphasizes the importance of appropriate data selection and management, both for geometrical and non-geometrical (historical and architectural) information. Furthermore, it explores the integration of HBIM with structural analysis tools, a subject of growing interest, particularly in light of its potential for integration with structural health monitoring systems and advanced computational models. The results of this review highlight the increasing role of HBIM in heritage preventive preservation and management, a topic that accounted for 40% of the articles on this subject in 2023. These findings demonstrate that HBIM offers significant potential for managing and preserving heritage buildings, but to fully realize its capabilities, advancements in data interoperability, standardized protocols, and real-time structural analysis are essential to make it a widely effective tool in conservation efforts. Full article
(This article belongs to the Special Issue Building Information Modeling (BIM): Advance and Future Trends)
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<p>HBIM general workflow.</p>
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<p>Publications and citations in the Web of Science regarding HBIM between 2010 and 2023.</p>
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<p>Percentage of HBIM publications by research area in the Web of Science database (2010–2023).</p>
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<p>Distribution of HBIM-related publications by country (2010–2023).</p>
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<p>ICOMOS charters and declarations about heritage preservation and digitization.</p>
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<p>Example of ontology for a tangible cultural heritage element. Adapted from [<a href="#B73-applsci-14-11191" class="html-bibr">73</a>].</p>
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<p>Main topics of HBIM publications in the Web of Science database between 2010 and 2023.</p>
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<p>Percentage of HBIM publications by type of building (<b>a</b>) and construction material (<b>b</b>) of the heritage asset evaluated.</p>
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<p>Idealized flowchart for the integration of the structural condition assessment of a building within a HBIM environment.</p>
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16 pages, 2432 KiB  
Article
Probabilistic Time Series Forecasting Based on Similar Segment Importance in the Process Industry
by Xingyou Yan, Heng Zhang, Zhigang Wang and Qiang Miao
Processes 2024, 12(12), 2700; https://doi.org/10.3390/pr12122700 - 29 Nov 2024
Viewed by 453
Abstract
Probabilistic time series forecasting is crucial in various fields, including reducing stockout risks in retail, balancing road network loads, and optimizing power distribution systems. Building forecasting models for large-scale time series is challenging due to distribution differences, amplitude fluctuations, and complex patterns across [...] Read more.
Probabilistic time series forecasting is crucial in various fields, including reducing stockout risks in retail, balancing road network loads, and optimizing power distribution systems. Building forecasting models for large-scale time series is challenging due to distribution differences, amplitude fluctuations, and complex patterns across various series. To address these challenges, a probabilistic forecasting method with two different implementations that focus on historical segment importance is proposed in this paper. First, a patch squeeze and excitation (PSE) module is designed to preprocess historical data, capture segment importance, and distill information. Next, an LSTM-based network is used to generate maximum likelihood estimations of distribution parameters or different quantiles for multi-step forecasting. Experimental results demonstrate that the proposed PSE module significantly enhances the base model’s prediction performance, and direct multi-step forecasting offers more detailed information for high-frequency data than recursive forecasting. Full article
(This article belongs to the Special Issue Fault Diagnosis of Equipment in the Process Industry)
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<p>The structure of the LSTM cell unit.</p>
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<p>The illustration of patch.</p>
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<p>The flowchart of using the proposed method.</p>
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<p>The prediction results of the Gaussian-based methods. The black line represents the true target. The colored dashed lines represent the predicted expectations of various methods, while the shaded areas indicate the prediction intervals, which are symmetric intervals around the predicted expectations with a radius of <span class="html-italic">σ</span>.</p>
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<p>Comparison of results between the Gaussian-based method and the quantile regression method. The solid line represents the true values, while the dashed lines show the predicted values from various methods. The shaded areas indicate the prediction intervals for these methods. The dashed box highlights true values that are not covered by the prediction intervals.</p>
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<p>PICP of different prediction intervals based on the Gaussian distribution method.</p>
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20 pages, 1304 KiB  
Article
Robust Reinforcement Learning Strategies with Evolving Curriculum for Efficient Bus Operations in Smart Cities
by Yuhan Tang, Ao Qu, Xuan Jiang, Baichuan Mo, Shangqing Cao, Joseph Rodriguez, Haris N Koutsopoulos, Cathy Wu and Jinhua Zhao
Smart Cities 2024, 7(6), 3658-3677; https://doi.org/10.3390/smartcities7060141 (registering DOI) - 29 Nov 2024
Viewed by 367
Abstract
Public transit systems are critical to the quality of urban life, and enhancing their efficiency is essential for building cost-effective and sustainable smart cities. Historically, researchers sought reinforcement learning (RL) applications to mitigate bus bunching issues with holding strategies. Nonetheless, these attempts often [...] Read more.
Public transit systems are critical to the quality of urban life, and enhancing their efficiency is essential for building cost-effective and sustainable smart cities. Historically, researchers sought reinforcement learning (RL) applications to mitigate bus bunching issues with holding strategies. Nonetheless, these attempts often led to oversimplifications and misalignment with the goal of reducing the total time passengers spent in the system, resulting in less robust or non-optimal solutions. In this study, we introduce a novel setting where each bus, supervised by an RL agent, can appropriately form aggregated policies from three strategies (holding, skipping station, and turning around to serve the opposite direction). It’s difficult to learn them all together, due to learning complexity, we employ domain knowledge and develop a gradually expanding action space curriculum, enabling agents to learn these strategies incrementally. We incorporate Long Short-Term Memory (LSTM) in our model considering the temporal interrelation among these actions. To address the inherent uncertainties of real-world traffic systems, we impose Domain Randomization (DR) on variables such as passenger demand and bus schedules. We conduct extensive numerical experiments with the integration of synthetic and real-world data to evaluate our model. Our methodology proves effective, enhancing bus schedule reliability and reducing total passenger waiting time by over 15%, thereby improving bus operation efficiency and smoothering operations of buses that align with sustainable goals. This work highlights the potential of robust RL combined with curriculum learning for optimizing public transport in smart cities, offering a scalable solution for real-world multi-agent systems. Full article
(This article belongs to the Special Issue Cost-Effective Transportation Planning for Smart Cities)
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<p>Delay Passing Down Caused by Holding.</p>
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<p>Representationof the Bus Line simulated in Simpy.</p>
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<p>The Training Environment.</p>
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<p>The Actor-Critic Framework for PPO Algorithm.</p>
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<p>Thereward plots of different scenarios with three strategies implemented.</p>
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<p>Bus Arrival Time Before and After Training.</p>
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<p>The evaluation of DR.</p>
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21 pages, 8264 KiB  
Article
Indoor and Outdoor Air Microbial Contamination During Different Reconstruction Methods of Historic Buildings
by Anett Lippai, Ádám Leelőssy and Donát Magyar
Pathogens 2024, 13(12), 1048; https://doi.org/10.3390/pathogens13121048 - 29 Nov 2024
Viewed by 284
Abstract
The quality of indoor air is dependent on a number of factors, including the presence of microorganisms that colonize the building materials. The potential for health risks associated with microbial contamination is a significant concern during the renovation of buildings. The aim of [...] Read more.
The quality of indoor air is dependent on a number of factors, including the presence of microorganisms that colonize the building materials. The potential for health risks associated with microbial contamination is a significant concern during the renovation of buildings. The aim of this study was to assess the impact of two reconstruction methods for historic buildings on air quality. The two reconstruction procedures were facadism, which preserves only the façade, demolishing the rest of the building and constructing a new building, and complete reconstruction, which involves internal renovation with a less intensive demolition. A total of 70 + 70 air samples, as well as surface and dust samples, were collected throughout the course of the reconstruction of the two buildings. In the case of facadism, total colony counts were found to be 2–4 times higher indoors than outdoors, even at the initial stage of the works. High concentrations of Aspergillus and Penicillium spp. were detected. During the less intensive reconstruction, the total colony count in the indoor air samples was initially lower at almost every sampling point than at the outdoor levels. With regard to fungi, Penicillium species were initially present at lower conidia concentrations, followed by Aspergillus species over time. In both buildings, elevated concentrations of airborne fungi were detected during the main reconstruction period. The fungal genera found in the indoor air were also detected on surfaces and in dust samples. Outdoor air samples collected from the vicinity of the buildings revealed elevated fungal counts at multiple sampling points, particularly in the case of facadism. Disinfection with dry fogging was implemented twice throughout the entire interior of the buildings. Following the first disinfection process, there was no notable decrease in colony-forming unit (CFU) counts in either building. However, the second disinfection resulted in a reduction in microbial concentration in the air. Our study confirms that the renovation of historical buildings can result in an elevated prevalence of fungal bioaerosols, which can be harmful to occupants. While the impact of the reconstruction remained within the range of urban background variability at distant (>1 km) locations, it caused local microbial contamination, often exceeding the detection limit in near-site samples. Full article
(This article belongs to the Section Fungal Pathogens)
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Graphical abstract

Graphical abstract
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<p>The schematic figure of the buildings and the outdoor sampling points. Sampling points (1–16) were investigated after the disinfection procedures. Yellow, CRB-labeled building is the “complete reconstruction” building, and Red, FB-labeled building is the “facadism” building.</p>
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<p>Water damage and mold colonies in the investigated buildings. (<b>Left</b>): complete reconstruction building; (<b>right</b>): facadism building.</p>
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<p>Total fungal and heterotrophic concentrations in CRB and FB during the sampling campaigns. CRB = complete reconstruction building, FB = Facadism building. Red lines separate the sampling campaings.</p>
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<p>Daily atmospheric dispersion plumes, calculated by a Lagrangian model. Red dots: construction area; blue dots: air sampling points.</p>
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<p><span class="html-italic">Penicillum</span> and <span class="html-italic">Cladosporium</span> logarithmic concentrations in outdoor air samples taken in Budapest during the reconstruction period. Grey marks show samples taken at &gt;1 km distance and unaffected by the plume of the reconstruction, according to the results of the atmospheric dispersion simulation. Orange marks show samples located at &gt;1 km distance but within the dispersion plume. Black marks indicate local samples taken within a 1 km distance at locations indicated in <a href="#pathogens-13-01048-f001" class="html-fig">Figure 1</a>.</p>
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20 pages, 7215 KiB  
Article
The Santa María Micaela Residential Complex in Valencia (Spain) Study of the Original Design to Assess Its Bioclimatic Potentials for Energy Upgrading
by Giuseppe Angileri, Graziella Bernardo, Giuseppina Currò, Ornella Fiandaca, Fabio Minutoli, Luis Manuel Palmero Iglesias and Giovanni Francesco Russo
Buildings 2024, 14(12), 3819; https://doi.org/10.3390/buildings14123819 - 28 Nov 2024
Viewed by 270
Abstract
The existing built heritage is excessively energy intensive compared to the standards required by European policies that promote zero- or near-zero-energy buildings. Hence the need to promote a radical energy requalification of the existing stock through ad hoc solutions. In the modelling of [...] Read more.
The existing built heritage is excessively energy intensive compared to the standards required by European policies that promote zero- or near-zero-energy buildings. Hence the need to promote a radical energy requalification of the existing stock through ad hoc solutions. In the modelling of buildings undergoing redevelopment, the boundary conditions considered by the designer are often underestimated, resulting in a digital model that does not perfectly adhere to reality, due to a lack of historical and documentary knowledge. The present work—which concerns the Santa Maria Micaela residential complex built in Valencia by architect Santiago Artal Ríos, a representative work of Spanish Modernism—aims to overcome this vulnus with modelling that also takes into account historical and archive information. The housing complex was studied using a multidisciplinary approach with historical–archival analyses and site surveys that allowed BIM modelling and localisation in a WEB-GIS platform. The modelling took into account the peculiarities of the original design (exposure, windiness, and shading) and data from historical research (stratigraphy of building elements, dimensions, types of materials). The energy simulation, on the other hand, referred to a representative dwelling unit of the complex, and using SolidWorks software the ventilation flows were evaluated, which made it possible to create a model that was more in keeping with reality and to more correctly identify the performance upgrading proposal. The energy improvement was then evaluated according to the hypothesised interventions using two different analysis methodologies, TerMus and CE3X, for direct comparison. The transposition into WebGIS then made it possible to assess the potential of a digital platform to enhance information sharing. Full article
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<p>Representation of the knowledge and digitization steps carried out for the project. © 2024, authors.</p>
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<p>Some examples of important exponents of modern architecture of international, Spanish and Valencian fame and some examples of their works. © 2024, author’s elaboration.</p>
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<p>Casa Bloc: (<b>left</b>), image of the elevation; (<b>right</b>), axonometric cutaway and floor plans. © <a href="https://www.amatimmobiliaris.com" target="_blank">https://www.amatimmobiliaris.com</a> (accessed on 20 September 2024).</p>
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<p>WebGIS representation of the Modern Architecture complex in Valencia. © 2024, authors.</p>
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<p>Identification of the complex in the city of Valencia. (Red box) © 2024, author’s elaboration.</p>
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<p>Top view and overall plan of the complex. © 2024, author’s elaboration.</p>
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<p>Housing types in building no. 2 and distinction between living and night zones: Type A, duplex dwelling with terrace with three rooms; Type B, duplex dwelling with terrace and four rooms; Type C, duplex dwelling with terrace with three rooms; Type D, One floor dwelling with three rooms. Axonometric cross-sections of unit 27 representing the type A building 2, duplex, 120 m<sup>2</sup>. © 2024, authors.</p>
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<p>Some decorative and functional elements. (<b>A</b>): Common spaces in the courtyard. (<b>B</b>): Detail of windows. (<b>C</b>): External gallery for access in the housing units. © 2024, authors.</p>
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<p>Images of the common courtyard: (<b>A</b>) Inner courtyard and building façade 2; (<b>B</b>) Detail of the covered walkway in the courtyard; (<b>C</b>) Detail of the indoor pool fountain made of reinforced concrete. © 2024, authors.</p>
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<p>Representative figure of the BIM model produced with ACCA’s Edificius program. © 2024, authors.</p>
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<p>(<b>A</b>): Summer prevailing wind frequency in Valencia, Weather Tool; the colour scale shows that during the summer season the most frequent winds blow from the north or west, with very low intensity. (<b>B</b>): Ventilation flow analysis, Solid Works. © 2024, author’s elaboration.</p>
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<p>Main ventilation paths identified: (<b>A</b>) From the high floor to the low floor of the duplex; (<b>B</b>) Among the rooms in the night zone; (<b>C</b>) from the gallery to the kitchen air column. © 2024, authors.</p>
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<p>Representative figure of energy models produced with TerMus ACCA. © 2024, authors.</p>
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<p>Representative figure of analysis process with CE3X by Efinovatic. © 2024, authors.</p>
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<p>State-of-the-art energy classification. On the (<b>left</b>), using TerMus software, ACCA. (<b>Right</b>), using the Spanish model, CE3X. © 2024, author’s elaboration.</p>
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<p>Psychrometric chart of the site of the building analysed, Weather Tool. © 2024, authors.</p>
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<p>Post-renovation energy classification. On the (<b>left</b>), using TerMus software, ACCA. On the (<b>right</b>), using the Spanish model, CE3X. © 2024, author’s elaboration.</p>
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22 pages, 13992 KiB  
Article
Simulation of Seawater Intrusion and Upconing Processes in Mediterranean Aquifer in Response to Climate Change (Plana de Castellón, Spain)
by Barbara del R. Almazan-Benitéz, Maria V. Esteller-Alberich, Arianna Renau-Pruñonosa and José L. Expósito-Castillo
Hydrology 2024, 11(12), 205; https://doi.org/10.3390/hydrology11120205 - 28 Nov 2024
Viewed by 346
Abstract
In coastal regions, groundwater is often the only freshwater resource available for human consumption, agriculture, and other productive activities. From a management point of view, it is essential to understand the processes that occur in a coastal aquifer affected by seawater intrusion and [...] Read more.
In coastal regions, groundwater is often the only freshwater resource available for human consumption, agriculture, and other productive activities. From a management point of view, it is essential to understand the processes that occur in a coastal aquifer affected by seawater intrusion and upconing processes and evaluate their potential response to climate change as these scenarios usually indicate a decrease in aquifer recharge. Therefore, the dynamics of seawater intrusion and the upconing process in the Plana de Castellón aquifer on the Mediterranean coast were analysed by building and calibrating a new numerical model of flow and transport using the MODFLOW and SEAWAT codes. The model was used to examine two Shared Socioeconomic Pathway (SSP) climate change scenarios (SSP1–2.6 and SSP5–8.5) when considering field data with constant extraction conditions. The results suggest that by 2050, groundwater levels could rise by 0.18 m (on average) in the SSP1–2.6 scenario and by 0.12 m for the SSP5–8.5 scenario. In these cases, aquifer recharge and groundwater discharge to the sea could increase compared to the historical period, as precipitation is not expected to decrease significantly during this timeframe, even in the most unfavourable scenario (SSP5–8.5). The result would be the attenuation of seawater intrusion and a decrease in the volume of the aquifer that is affected by the upconing process, resulting in total dissolved solids values below 2000 mg/L. The innovation of this research lies in the fact that the numerical model allowed the dynamics of seawater intrusion and the upconing process to be adequately represented, especially in the latter process, as it was not possible to model it with real data in another study. These results can improve and facilitate decision-making for the management of the aquifer and contribute to plans for future exploitation strategies. Full article
(This article belongs to the Section Hydrology–Climate Interactions)
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<p>Flowchart to describe methodological process (RMS-N: normalised root mean square error; TDS: total dissolved solids).</p>
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<p>The location of the study area in the Plana de Castellón aquifer, Spain. Numbered points represent observation wells, and numbered triangles represent pumping wells. Georeference WGS84, UTM zone 30N The numbers identifying the ID wells in the monitoring network.</p>
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<p>A conceptual model of the study area in the south of the Plana de Castellón aquifer, Spain.</p>
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<p>Biplot of groundwater TDS (total dissolved solids) vs. EC (electrical conductivity).</p>
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<p>Spatial distribution of initial TDS concentrations at different depths: layer 2 (from −10 to −20 m), layers 3 and 4 (−20 to −40 m), layer 5 (−40 to −50 m), and layer 6 (−50 to −100 m). Concentration data were collected in April 2012.</p>
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<p>Temporal evolution (2023–2050) of (<b>a</b>) annual precipitation and (<b>b</b>) annual mean temperature in scenarios SSP1–2.6 and SSP5–8.5 (taken from [<a href="#B47-hydrology-11-00205" class="html-bibr">47</a>]; data from 2015 to 2022 were consulted in [<a href="#B35-hydrology-11-00205" class="html-bibr">35</a>]).</p>
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<p>Comparison of observed and calculated piezometric levels, April 2013. The numbers identifying the ID wells in the monitoring network.</p>
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<p>Piezometric map. April 2013. Continuous lines are the calculated piezometric levels, and dashed lines are the observed levels. The numbers identifying the ID wells in the monitoring network.</p>
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<p>Comparison of calculated and observed TDS concentrations. The numbers identifying the ID wells in the monitoring network.</p>
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<p>TDS isoconcentration maps from 2013 at depths of (<b>a</b>) −10 to −0 m, (<b>b</b>) −20 to −40 m, (<b>c</b>) −40 to −50 m, and (<b>d</b>) from −50 to −100 m, and (<b>e</b>) vertical profile of TDS distribution in column 41 in NW–SE direction for same period. The numbers identifying the ID wells in the monitoring network.</p>
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<p>The calculated water budget obtained from the 2013 calibration and predicted water budget for the scenarios SSP1–2.6 and SSP5–8.5.</p>
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<p>Predicted piezometric levels for scenario SSP1–2.6 (2015–2050).</p>
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<p>Predicted piezometric levels for scenario SSP5–8.5 (2015–2050).</p>
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<p>The evolution of TDS (Pozo 18) over time for scenarios (<b>a</b>) SSP1–2.6 and (<b>b</b>) SSP5–8.5. The red line indicates the 2000 mg/L TDS target.</p>
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<p>TDS concentrations in layer 3 (20 m depth) for the years (<b>a</b>) 2015, (<b>b</b>) 2025, (<b>c</b>) 2035, and (<b>d</b>) 2045, for scenario SSP1–2.6. The numbers identifying the ID wells in the monitoring network.</p>
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<p>TDS concentrations in layer 3 (20 m depth) for the years (<b>a</b>) 2015, (<b>b</b>) 2025, (<b>c</b>) 2035, and (<b>d</b>) 2045, respectively, for scenario SSP5–8.5. The numbers identifying the ID wells in the monitoring network.</p>
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25 pages, 4289 KiB  
Article
Extending a Macro-Element Approach for the Modeling of 3D Masonry Structures Under Transient Dynamic Loading
by Damien Decret, Yann Malecot, Yannick Sieffert, Florent Vieux-Champagne and Laurent Daudeville
Appl. Sci. 2024, 14(23), 11080; https://doi.org/10.3390/app142311080 - 28 Nov 2024
Viewed by 296
Abstract
Masonry structures, particularly those used in developing countries and in historic buildings, typically consist of unreinforced masonry (URM) walls connected by timber or reinforced concrete elements. This study proposes enhancements to the existing two-dimensional (2D) deformable frame model (DFM) to enhance its ability [...] Read more.
Masonry structures, particularly those used in developing countries and in historic buildings, typically consist of unreinforced masonry (URM) walls connected by timber or reinforced concrete elements. This study proposes enhancements to the existing two-dimensional (2D) deformable frame model (DFM) to enhance its ability in simulating masonry walls with a specific focus on accurately predicting the transient dynamic response of three-dimensional (3D) masonry structures while maintaining a minimal number of degrees of freedom (DOF). For the modeling of URM walls, the DFM framework employs elastic beams and diagonal struts with nonlinear constitutive behavior. Structural elements, such as reinforced concrete or timber reinforcements, are represented using conventional beam finite elements. This paper first reviewed the current DFM configuration, which primarily addresses the in-plane (IP) behavior of URM structures. It then introduced modifications tailored for 3D structural analysis. The reliability of the enhanced model was validated through two approaches. First, a modal analysis compared the results from the updated DFM with those from a reference 3D model based on cubic finite elements. Second, a shaking table experiment conducted on a half-scale masonry house was simulated. The findings demonstrate that, despite its limited number of DOF, the updated DFM effectively captures the main natural vibration modes. Furthermore, it shows the model’s ability to predict the nonlinear transient dynamic response of 3D masonry structures with accuracy and limited computational time. Full article
(This article belongs to the Section Civil Engineering)
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<p>DFM’s schematic representation and its integration into the modeling of a wall for IP analysis [<a href="#B23-applsci-14-11080" class="html-bibr">23</a>].</p>
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<p>Force/displacement curve of the diagonal strut [<a href="#B23-applsci-14-11080" class="html-bibr">23</a>].</p>
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<p>The DFM for 3D modeling with kinematics defined in the global orthonormal coordinate system.</p>
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<p>Definition of the height and the width of the influence of the DFM beams.</p>
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<p>Kinematics of the beam elements of the DFM defined in the local orthonormal coordinate system.</p>
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<p>Intersection of two walls: (<b>a</b>) intersection modeled with the DFM; (<b>b</b>) cross-section of the intersection seen from above.</p>
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<p>Colored areas show the areas of influence for nodes: (<b>a</b>) case when the node is not part of two perpendicular walls; (<b>b</b>) case when the node is part of two perpendicular walls.</p>
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<p>Examples of the mesh used for the square wall: (<b>a</b>) 8 × 8 mesh with the DFM; (<b>b</b>) 20 × 30 × 5 mesh with the 3D cubic FE model.</p>
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<p>Mode shapes and frequencies for the primary modes computed with the 10 × 10 DFM and the reference 3D FE model.</p>
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<p>Evolution of error in determining the modes, as depicted in <a href="#applsci-14-11080-f009" class="html-fig">Figure 9</a>, which were analyzed in relation to the mesh size.</p>
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<p>Evolution of the natural frequency value of the 3rd mode analyzed in relation to the mesh size.</p>
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<p>Schemes of the five-wall structure for the modal analysis.</p>
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<p>Mesh for the five-wall structure with openings: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mi>DFM</mi> <mo>−</mo> </msub> </mrow> </semantics></math>2; (<b>b</b>) 3D FE model.</p>
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<p>Mode shapes of the five-wall structure with openings.</p>
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<p>Evolution of the error for the determination of the primary modes with the mesh size.</p>
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<p>Schemes of the reduced scale house.</p>
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<p>The tested masonry house [<a href="#B31-applsci-14-11080" class="html-bibr">31</a>]: (<b>a</b>) house construction; (<b>b</b>) the roof truss and its connection with masonry house.</p>
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<p>The frequency and time-based data of the seismic signal: (<b>a</b>) eesponse spectrum of the accelerogram; (<b>b</b>) ground acceleration of the Guadeloupe seismic signal.</p>
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<p>Positions of the cable sensors on the north wall of the reduced scale house.</p>
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<p>Modeling of the URM house: (<b>a</b>) the timber frames around openings, and (<b>b</b>) mass distribution.</p>
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<p>(<b>a</b>) Mode 1: 14.2 Hz, effective mass = 49.6%; and (<b>b</b>) Mode 2: 25.3 Hz, effective mass = 24.6%.</p>
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<p>The experimental and calculated displacement histories of the house at Points 6 and 7.</p>
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27 pages, 1696 KiB  
Review
Assessing Seismic Vulnerability Methods for RC-Frame Buildings Pre- and Post-Earthquake
by Mabor Achol Samuel, Ergang Xiong, Mahmood Haris, Beco Chenadaire Lekeufack, Yupeng Xie and Yufei Han
Sustainability 2024, 16(23), 10392; https://doi.org/10.3390/su162310392 - 27 Nov 2024
Viewed by 423
Abstract
The seismic vulnerability of reinforced concrete (RC) buildings has been an important issue, especially in earthquake-prone regions with limited seismic design codes such as South Sudan. Improving the seismic performance of reinforced concrete buildings is critical for maintaining structural functionality under normal service [...] Read more.
The seismic vulnerability of reinforced concrete (RC) buildings has been an important issue, especially in earthquake-prone regions with limited seismic design codes such as South Sudan. Improving the seismic performance of reinforced concrete buildings is critical for maintaining structural functionality under normal service loads and for rapid recovery after natural disasters such as earthquakes. This research aims to thoroughly assess the methods used to evaluate the seismic vulnerability of RC frame structures in pre- and post-earthquake scenarios. The primary objective is to provide a comprehensive framework that integrates empirical, analytical, and experimental methods, categorizing existing assessment methods and proposing improvements for resource-constrained environments. However, empirical methods have always used historical earthquake data to estimate potential damage. In contrast, analytical methods have used computational tools such as fragility curves to assess the probability of damage at different seismic intensities. Additionally, experimental methods, such as shaking table tests and pseudo-dynamic analyses, have validated theoretical predictions and provided insights into structural behavior under simulated conditions. Furthermore, key findings highlight critical vulnerabilities in RC buildings, quantify damage probabilities, and compare the strengths and limitations of different assessment methods. However, challenges such as limited data availability, computational limitations, and difficulties replicating actual conditions in test setups highlight areas for improvement. By addressing these challenges, the review provides recommendations for future studies, including integrating advanced computational and regional hazard characterization methods, improving experimental methods to enhance the accuracy of vulnerability assessments, and ultimately supporting the design of more resilient RC structures and increasing disaster preparedness. Full article
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<p>The procedure of seismic risks and seismic vulnerability index assessment.</p>
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<p>Vulnerability index functions corresponding to the damage factor (d) and peak ground acceleration (PGA) across various vulnerability indices.</p>
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<p>A flowchart to estimate the vulnerability index (SVI).</p>
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17 pages, 7606 KiB  
Article
Dedicated HVAC Technology in the Renovation of Historic Buildings on the Example of the Marshal Pilsudski Manor in Sulejówek
by Piotr Gleń, Jan Wrana, Wojciech Struzik and Katarzyna Jaromin-Gleń
Energies 2024, 17(23), 5946; https://doi.org/10.3390/en17235946 - 26 Nov 2024
Viewed by 502
Abstract
The article investigates HVAC (heating, ventilation, and air conditioning) technologies aimed at mitigating Primary Energy (PE) consumption in renovated buildings. This research is part of a broader initiative focused on enhancing air quality and reducing the carbon footprint within the fields of architecture [...] Read more.
The article investigates HVAC (heating, ventilation, and air conditioning) technologies aimed at mitigating Primary Energy (PE) consumption in renovated buildings. This research is part of a broader initiative focused on enhancing air quality and reducing the carbon footprint within the fields of architecture and urban planning. Conducted since 2018 by a team from the Institute of Architectural Design at the Department of Contemporary Architecture, Faculty of Civil Engineering and Architecture, University of Technology in Lublin, the study exemplifies the application of these technologies at the historic Marshal Piłsudski’s “Milusin” Manor House in Sulejówek, near Warsaw. The primary objective of this research is to present HVAC solutions, particularly a free cooling and heating system, which are specifically tailored for the renovation of historic structures. This technology effectively recovers thermal energy from groundwater, achieving low energy consumption levels while simultaneously minimizing CO2 emissions. Full article
(This article belongs to the Special Issue Thermal Environment and Energy Saving in Buildings)
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<p>Scheme of the lower-source FCH installation for obtaining groundwater energy with a system of vertical heat and cold exchangers. Source: authors’ data.</p>
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<p>Groundwater temperature measurement results in the engine room of the FCH HVAC node before introducing the medium into the pumping room. Source: authors’ data *. * Installation tests performed in March 2017, Galeria facility in Mielec, by WAKAD Sp. z o. o. Results from the BMS of the FCH HVAC installation.</p>
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<p>Chart of heat energy recovery in the HVAC installation according to diagram <a href="#energies-17-05946-f001" class="html-fig">Figure 1</a>. Orange line—temperature behind the rotary exchanger—which without the FCH heater has values of 9.5 °C. Red line—temperature after the FCH exchanger, and rotary exchanger with a value of 16.6 °C. Source: authors’ data*. * Installation tests performed in March 2017, Galeria facility in Mielec, performed by WAKAD Sp. z o. o. Results from the BMS of the FCH HVAC installation.</p>
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<p>Results of the installation performance test, Eastern Poland Region 2022. Source: authors’ data.</p>
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<p>Location of FCH HVAC installation boreholes. “Milusin” Manor House, Marshal Piłsudski Museum in Sulejówek. Source: authors’ data.</p>
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<p>Example of FCH HVAC installation. Ground floor plan—“Milusin” Manor House, Marshal Piłsudski Museum in Sulejówek. Source: authors’ data.</p>
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<p>Vertical Section A-A of the FCH HVAC installation. “Milusin” Manor House, Marshal Piłsudski Museum in Sulejówek. Source: authors’ data.</p>
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<p>Indoor temperature distribution throughout the year in winter and summer. Source: The authors. Blue line—outdoor temperature, green—room temp (no. 1), red—room temp (no. 2), yellow—room temp (no. 3).</p>
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<p>Temperature distribution in summer. Location: Warsaw (Poland). Source: authors’ data. Green line—indoor temperature, blue—outdoor temperature, red—downstream of the FCH cooler; yellow—supply temperature at FCH radiator, white—supply temperature current value.</p>
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<p>Costs generated by traditional cross-technology. Source: authors’ data.</p>
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<p>Cost generated by Gas spinner technology. Source: authors’ data.</p>
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<p>Cost generated by FCH HVAC technology. Source: authors’ data.</p>
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<p>CO<sub>2</sub> emissions in three technologies. Source: authors’ data.</p>
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14 pages, 737 KiB  
Article
Predictive Analytics for Sucker Rod Pump Failures in Kazakhstani Oil Wells Using Machine Learning
by Laura Utemissova, Timur Merembayev, Bakbergen Bekbau and Sagyn Omirbekov
Appl. Sci. 2024, 14(23), 10914; https://doi.org/10.3390/app142310914 - 25 Nov 2024
Viewed by 355
Abstract
In the process of developing mature deposits, a number of geological and technological complications arise. In order to increase the smooth operation of downhole pumping equipment in oil and gas wells, companies use various methods and techniques. This article presents a novel methodology [...] Read more.
In the process of developing mature deposits, a number of geological and technological complications arise. In order to increase the smooth operation of downhole pumping equipment in oil and gas wells, companies use various methods and techniques. This article presents a novel methodology for predicting downhole pumping equipment failures. A detailed analysis was conducted on historical data regarding downhole pumping equipment failures, which were then incorporated into algorithms to calculate the operation of downhole equipment. As a result, it was discovered that in order to predict failures of downhole equipment, it is crucial to consider the historical data of the field and perform an assessment of the well’s potential. In the process of building a failure prediction model, the authors encountered the quality and completeness of historical data from the pilot field. They concluded that the data classes needed to be more balanced. The authors applied machine learning approaches to an imbalanced dataset. The significance of our approach lies in its ability to forecast equipment failures, thereby ensuring the smooth operation of wells operated by sucker rod pumps. Full article
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<p>Sucker rod pump system.</p>
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<p>Main equipment’s failure reasons; data were collected in the national company’s “KazMunayGas” in 2023.</p>
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<p>The distribution of classes for training and test datasets.</p>
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<p>The distribution of classes. (<b>a</b>) Training dataset. (<b>b</b>) Test dataset.</p>
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<p>The distribution of original and oversampling datasets. (<b>a</b>) Original dataset. (<b>b</b>) Oversampling dataset.</p>
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<p>The classification report of the LightGBM for the oversampling dataset.</p>
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<p>The distribution of original and undersampling datasets. (<b>a</b>) Original dataset. (<b>b</b>) Oversampling dataset.</p>
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<p>The classification report of LightGBM for the undersampling dataset.</p>
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<p>The feature importance of the LightGBM model for the oversampling dataset.</p>
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<p>The feature importance of the LightGBM model for the undersampling dataset.</p>
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41 pages, 28769 KiB  
Article
Growing Kratky Basil in Trombe Wall Cavity: Year-Round Overview of Thermal Effects
by Iryna Borys Bohoshevych and Hiroatsu Fukuda
Sustainability 2024, 16(23), 10274; https://doi.org/10.3390/su162310274 - 24 Nov 2024
Viewed by 363
Abstract
This experimental study explores the possibility of using an existing Trombe wall as a space for year-round cultivation to increase building resource efficiency. To do so with the least cost to the building, a small 0.75 m2/5.45 m3 Trombe wall [...] Read more.
This experimental study explores the possibility of using an existing Trombe wall as a space for year-round cultivation to increase building resource efficiency. To do so with the least cost to the building, a small 0.75 m2/5.45 m3 Trombe wall cavity space was retrofitted with shelves placed behind the glazing, additional ventilation, and a watering network to be able to grow 400 hydroponic Kratky basil plants in individual glass jars. Historical thermal observations made at the site over a year-long timespan were contrasted with the experimental readings. When fully equipped, the Trombe wall’s thermal mass increased by 51%, which had a balancing effect on the system, lowering the average daily thermal oscillations from 35.41 °C to 17.88 °C. The living plants and water have also had significant cooling (26.99 °C to 22.91 °C) and humidifying (39.88 to 47.74%) effects. The system’s energy efficiency, however, decreased from 26 to 18% (absorption) and from 85 to 46 (dissipation), lowering its energy contribution to the building by about 30%. The average plant’s lifespan within the Trombe wall was 46 days, with 15% of the specimens surpassing the 100-day mark. Over the course of a year, 20.55 kg of edible greens were grown in the Trombe wall. The experiment has shown that it is possible to grow the plants inside the Trombe wall cavity during the warmer half of the year, revealing many possible ways to improve the space’s comfort, yields, and energy efficiency. Full article
(This article belongs to the Section Green Building)
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<p>Research field overview and the scientific disciplines and concepts involved in the study.</p>
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<p>Functional diagrams of a traditional (<b>A</b>,<b>B</b>) and modernized (<b>C</b>,<b>D</b>) Trombe wall. The thermal mass (black) captures the heat with the help of the glass surface and gradually releases it into the adjoining space (<b>A</b>) but is prone to losing heat at night and during cloudy spells (<b>B</b>). The heat exchange with the building can be controlled and improved upon by the usage of insulation and ventilation systems (<b>C</b>), which can also help with limiting the heat losses (thermo-siphoning) at night (<b>D</b>).</p>
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<p>Kratky cultivation system diagram. If the roots are protected from sunlight (cross sign at the right of the image) and can reach the nutrients, the plants will be able to survive for days or weeks without watering.</p>
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<p>Study location: plan (<b>A</b>) and photo (<b>B</b>).</p>
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<p>Trombe wall’s geometry and setup components (<b>A</b>) and plan (<b>B</b>).</p>
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<p>Functional sections of the studied Trombe wall before (<b>A</b>) and during the study (<b>B</b>). The space was used only in winter as a heat-capturing device and became quite overheated during the BY, becoming more open to the outside and more ventilated, with additional thermal mass during the EY. The air exchange with the building happens only in winter, as indicated by crosses on the sections on the left.</p>
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<p>Completed green Trombe wall setup: outside (<b>A</b>) and inside (<b>B</b>) views. Photos taken on 8 July 2022 (<b>A</b>) and 28 May 2023 (<b>B</b>).</p>
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<p>Pre-vegetation setup location (<b>A</b>) and a close-up of the glass jar used for cultivation (<b>B</b>). Photos taken on 23 April 2022 (<b>A</b>) and 11 April 2022 (<b>B</b>).</p>
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<p>Study timeline. The main three timeframes marked here are BY—baseline year (July 2021 to June 2022), EY—experiment year (July 2022 to June 2023), and PEY—post-experiment year (July to October 2023). During the EY and PEY, extra water mass was present in the TW (in light blue), but the living plants were present in TW during the EY (in green), in two main experiments: E1 (1 July to 9 August 2022) and E2 (11 October 2022 to 23 July 2023). Some additional new cuttings were added to the TW space after extinction events due to a cold spell (21 January 2023) and a fungal infection (22 May 2023). The timeframes defining study stages are marked here as AG1 and AG2, standing for afterglow 1 and 2. The periods of time when only water mass effect on TW was studied are marked here as WW1 (9–13 September 2022) and WW2 (15 August to 31 October 2023), standing for waterwall 1 and 2.</p>
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<p>Overall hygrothermal conditions of the TW air (absolute values), before and during the experiment. Charts (<b>A</b>,<b>B</b>) depict the TW air cavity temperatures, (<b>C</b>,<b>D</b>) are the relative humidities, and (<b>E</b>,<b>F</b>) depict the absolute humidities within the TW space. The grey and dark blue spots on the charts recorded during October–November of the BY are due to the heat rising over the 80 °C marks, making the readings unreliable (<b>A</b>,<b>C</b>,<b>E</b>). The spotty arch lines on the absolute humidity chart (<b>F</b>) are due to the door being opened and closed and the ventilation being set off within the TW cavity. The red and blue lines above each chart depict the conditions at dawn (6 to 8 a.m.) and at noon (12 a.m. to 14 p.m.), respectively, roughly corresponding to the daily minimum and maximum readings.</p>
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<p>Compound average days recorded during the four main stages of the experiment. The hourly temperature and relative humidity readings are averaged out over extensive periods of time (solid lines) and contrasted with the same readings during the previous year (dashed lines). The timeframes of each chart are 1 July to 9 August 2022 (<b>A</b>), 11 October 2022 to 21 January 2023 (<b>B</b>), 21 January to 29 March 2023 (<b>C</b>), and 29 March to 1 July 2023 (<b>D</b>).</p>
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<p>Yearly overview of temperatures (<b>A</b>,<b>B</b>) and relative humidities (<b>C</b>,<b>D</b>) recorded within the building’s interior before and during the experiment. The blue and red lines above each chart depict the conditions at dawn (6 to 8 a.m.) and at noon (12 a.m. to 14 p.m.), respectively, roughly corresponding to the daily minimum and maximum readings.</p>
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<p>Yearly thermal oscillations within and around the TW (daily average temperatures), as contrasted to the total daily amounts of radiation received on a horizontal plane and window surfaces of the TW.</p>
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<p>Yearly humidities overview (daily average readings), with small dots depicting the absolute humidities and big dots depicting the relative ones.</p>
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<p>Comparative study of temperatures and humidities within the TW during two sunny days (with more than 85% of clear sky time) and two cloudy days (less than 5%) of the BY (dotted and dashed lines) and EY (solid lines), in October (<b>A</b>,<b>B</b>) and April (<b>C</b>,<b>D</b>). The purple and magenta lines depict the difference between the temperatures and humidities during both years, showing the effective cooling and humidifying of the air during the EY during sunny days, but not as effective during the cloudy ones. The solar radiation received on window surface, marked by the areas in cyan (BY) and yellow (EY), is added for reference.</p>
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<p>Yearly overview of surface and water temperatures recorded within the studied TW. Daily averages make up each dot of the chart, with the fitted dashed lines of the same color depicting the yearly temperature fluctuations of the corresponding component of the Trombe wall.</p>
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<p>Compound average days depicting the seasonal differences between the measured surface temperatures within the TW space. The time limits of each chart are the same, as depicted in <a href="#sustainability-16-10274-f012" class="html-fig">Figure 12</a>. The vertical dashed lines correspond to time when a maximum and minimum air temperature is achieved within the TW air (whose conditions are depicted in sections of <a href="#sustainability-16-10274-f018" class="html-fig">Figure 18</a>). The temperature axis has the same scale but is slightly offset to fit each reading. The dotted lines depict the corresponding air temperature readings during each timeframe. The timeframes of each chart are 1 July to 9 August 2022 (<b>A</b>), 11 October 2022 to 21 January 2023 (<b>B</b>), 21 January to 29 March 2023 (<b>C</b>), and 29 March to 1 July 2023 (<b>D</b>).</p>
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<p>Average yearly values of temperatures recorded on diverse surfaces and airspaces around the Trombe wall, outlined on its section (EY period, experiment timespans are the same as outlined in <a href="#sustainability-16-10274-f010" class="html-fig">Figure 10</a>). The minimum and maximum temperatures are measured at times indicated by the dashed vertical lines in <a href="#sustainability-16-10274-f017" class="html-fig">Figure 17</a>. The timeframes of each chart are 1 July to 9 August 2022 (<b>A</b>), 11 October 2022 to 21 January 2023 (<b>B</b>), 21 January to 29 March 2023 (<b>C</b>), and 29 March to 1 July 2023 (<b>D</b>).</p>
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<p>Comparative daily observations during the same calendar week between 22 and 27th of October of 2021 (BY) and 2022 (EY). The clear sky time percentage and the radiation received on each day are depicted below the air temperatures (<b>A</b>) diagrams, marking the relatively sunny and cloudy days. (<b>B</b>,<b>C</b>) depict the air humidity levels at different heights within TW space. (<b>D</b>–<b>G</b>) depict bottle, glass, water and back wall metal surface temperatures, respectively, all measured during the EY only.</p>
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<p>Heat-capturing capabilities of the green Trombe wall. Outline in section: (<b>A</b>) average temperatures and (<b>B</b>) relative humidities recorded within the Trombe wall during a time period between 15 and 30 October of BY (empty), EY (plants + water in TW), and PEY (water only). Temperature gain (<b>D</b>) and loss (<b>C</b>) rates of the TW space during average days of each of the experiment’s stages whose timeframes are outlined in <a href="#sustainability-16-10274-f012" class="html-fig">Figure 12</a>.</p>
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<p>Rates of transpiration and spontaneous evaporation throughout a typical summer (<b>A</b>) and winter (<b>B</b>) day (timeframes outlined in <a href="#sustainability-16-10274-f012" class="html-fig">Figure 12</a>). Correlations between the evaporation rates and Trombe wall’s air temperatures (<b>C</b>) and radiation received by the TW’s window (<b>D</b>) during those compared days. The dashed lines depict Pearson’s correlations (noted next to them) between the measured values for each dataset.</p>
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<p>Plant life expectancies sorted by shelf levels, averages (<b>A</b>) and individual (<b>B</b>). Both charts track plants’ lives during the second experiment (11 October 2022 to 21 January 2023). The red dashed vertical lines on (<b>B</b>) mark the timestamps when <a href="#sustainability-16-10274-f024" class="html-fig">Figure 24</a>′s snapshots were taken. The shades of green on (<b>B</b>) depict the lifespans of individual plants that can be tracked on <a href="#sustainability-16-10274-f024" class="html-fig">Figure 24</a>.</p>
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<p>Plants adjusting to long-term life within the TW ((<b>A</b>)—Holybasil and (<b>B</b>)—Greek basil). Six-month-old plants changed to adjust to hot conditions within the TW (left), as compared to 1-month old cuttings with much bigger leaves and less dense and bushy structures (right). <a href="#sustainability-16-10274-f021" class="html-fig">Figure 21</a>C shows both varieties in bloom with white and purple flowers. Photos taken on 17 May 2023 (<b>A</b>,<b>B</b>) and 12 March 2023 (<b>C</b>).</p>
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<p>Progressive senescence process within the Trombe wall during Experiment 2. Living plants’ numbers and their placements were recorded on 28 October (<b>A</b>), 8 November (<b>B</b>), 28 November (<b>C</b>) and 7 December (<b>D</b>) of 2022.</p>
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<p>The original studied (<b>A</b>) and the proposed improved functional diagram for a green TW (<b>B</b>). The new configuration provides more space for water mass and plant growth and is better ventilated.</p>
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21 pages, 9713 KiB  
Article
CFD Study of the Impact of an Electrical Power Transformer on a Historical Building: Assessment and Solutions
by Fabio Nardecchia, Luca Gugliermetti, Laura Pompei and Federico Cinquepalmi
Appl. Sci. 2024, 14(23), 10827; https://doi.org/10.3390/app142310827 - 22 Nov 2024
Viewed by 372
Abstract
Historical building reuse is aimed at preservation, where buildings are recovered for new uses connected to cultural activities. This paper presents the analysis of the impact of thermo-fluid dynamics due to a 500 kW electrical power transformer installed inside a historical building. The [...] Read more.
Historical building reuse is aimed at preservation, where buildings are recovered for new uses connected to cultural activities. This paper presents the analysis of the impact of thermo-fluid dynamics due to a 500 kW electrical power transformer installed inside a historical building. The analysis is performed using computational fluid dynamics simulations validated through measurement campaigns carried out during the summer period. High temperatures and wide humidity variations can damage building plasters and cause malfunctions in power equipment. To avoid these situations, two different installation layouts were studied. One consists of the power transformer directly installed in the environment and cooled by an inlet fan, and the other consists of the power transformer being insulated from the external environment by an enclosure connected to a forced ventilation system. The second layout showed better results both inside and outside the transformer enclosure. The maximum indoor condition was about 4.3 °C, with a −7.2% RH and an airflow rate of 1100 m3/h, and the maximum outdoor air condition was 3.3 °C, with a −1.39% RH and a flow rate of 2200 m3/h. However, the temperatures and humidity inside the building and outside the transformer enclosure were almost the same. Full article
(This article belongs to the Special Issue Energy Efficiency and Thermal Comfort in Buildings)
Show Figures

Figure 1

Figure 1
<p>Museéto architectural plan with three sections at the beginning, middle and end of the room.</p>
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<p>Environmental data (Temperature [°C], Relative Humidity [%RH] and Dew Point [°C]) collected by the weather station during the period from 24 July 2020 to 15 September 2020.</p>
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<p>Solar radiation [W/m<sup>2</sup>] measured by the weather station during the period from 24 July 2020 to 15 September 2020.</p>
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<p>(<b>a</b>) Wind Rose chart with principal wind components (in [km/h]) measured by the weather station during the period from 24 July 2020 to 15 September 2020; (<b>b</b>) Average wind speed components (in [km/h]) measured by the weather station during the period from 24 July 2020 to 15 September 2020.</p>
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<p>Domain mesh and sensor locations.</p>
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<p>SENSOR 66: comparisons of temperature (<b>left</b>) and relative humidity (<b>right</b>) measured by the sensor, simulated, and registered outside the building.</p>
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<p>SENSOR 72: comparisons of temperature (<b>left</b>) and relative humidity (<b>right</b>) measured by the sensor, simulated, and registered outside the building.</p>
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<p>SENSOR 84: comparison of temperature (<b>left</b>) and relative humidity (<b>right</b>) measured by the sensor, simulated, and registered outside the building.</p>
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<p>Temperature (<b>left</b>) and relative humidity (<b>right</b>) results on the longitudinal section.</p>
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<p>(<b>a</b>) Technical system of air extraction in layout one (open transformer enclosure); (<b>b</b>) layout of the open transformer enclosure.</p>
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<p>(<b>a</b>) Layout of the open transformer enclosure; (<b>b</b>) layout of the confined transformer enclosure.</p>
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<p>Simulation O-1, Sensor 66: temperature (<b>left</b>) and relative humidity (<b>right</b>) results.</p>
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<p>Simulation O-1: Temperature and relative humidity fields on the lateral plane.</p>
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<p>Simulation O-2, Sensor 66: temperature (<b>left</b>) and relative humidity (<b>right</b>) results.</p>
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<p>Simulation O-2: Temperature (<b>left</b>) and relative humidity (<b>right</b>) fields on the longitudinal plane.</p>
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<p>Simulation C-1: Temperature (<b>left</b>) and relative humidity (<b>right</b>) fields on the longitudinal plan.</p>
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<p>Simulation C-4: Temperature (<b>left</b>) and relative humidity (<b>right</b>) fields on the longitudinal plan.</p>
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