Nothing Special   »   [go: up one dir, main page]

You seem to have javascript disabled. Please note that many of the page functionalities won't work as expected without javascript enabled.
 
 
Sign in to use this feature.

Years

Between: -

Subjects

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Journals

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Article Types

Countries / Regions

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Search Results (1,312)

Search Parameters:
Keywords = make-span

Order results
Result details
Results per page
Select all
Export citation of selected articles as:
31 pages, 1108 KiB  
Article
Research on Flexible Job Shop Scheduling Method for Agricultural Equipment Considering Multi-Resource Constraints
by Zhangliang Wei, Zipeng Yu, Renzhong Niu, Qilong Zhao and Zhigang Li
Agriculture 2025, 15(4), 442; https://doi.org/10.3390/agriculture15040442 (registering DOI) - 19 Feb 2025
Abstract
The agricultural equipment market has the characteristics of rapid demand changes and high demand for machine models, etc., so multi-variety, small-batch, and customized production methods have become the mainstream of agricultural machinery enterprises. The flexible job shop scheduling problem (FJSP) in the context [...] Read more.
The agricultural equipment market has the characteristics of rapid demand changes and high demand for machine models, etc., so multi-variety, small-batch, and customized production methods have become the mainstream of agricultural machinery enterprises. The flexible job shop scheduling problem (FJSP) in the context of agricultural machinery and equipment manufacturing is addressed, which involves multiple resources including machines, workers, and automated guided vehicles (AGVs). The aim is to optimize two objectives: makespan and the maximum continuous working hours of all workers. To tackle this complex problem, a Multi-Objective Discrete Grey Wolf Optimization (MODGWO) algorithm is proposed. The MODGWO algorithm integrates a hybrid initialization strategy and a multi-neighborhood local search to effectively balance the exploration and exploitation capabilities. An encoding/decoding method and a method for initializing a mixed population are introduced, which includes an operation sequence vector, machine selection vector, worker selection vector, and AGV selection vector. The solution-updating mechanism is also designed to be discrete. The performance of the MODGWO algorithm is evaluated through comprehensive experiments using an extended version of the classic Brandimarte test case by randomly adding worker and AGV information. The experimental results demonstrate that MODGWO achieves better performance in identifying high-quality solutions compared to other competitive algorithms, especially for medium- and large-scale cases. The proposed algorithm contributes to the research on flexible job shop scheduling under multi-resource constraints, providing a novel solution approach that comprehensively considers both workers and AGVs. The research findings have practical implications for improving production efficiency and balancing multiple objectives in agricultural machinery and equipment manufacturing enterprises. Full article
(This article belongs to the Section Agricultural Technology)
20 pages, 1284 KiB  
Article
Improving Credit Risk Assessment in Uncertain Times: Insights from IFRS 9
by Petr Jakubik and Saida Teleu
Risks 2025, 13(2), 38; https://doi.org/10.3390/risks13020038 - 19 Feb 2025
Abstract
This study highlights the superior performance of Bayesian Model Averaging (BMA) in credit risk modeling under IFRS 9, particularly during economic uncertainty, such as the COVID-19 pandemic. Using granular bank-level data from Malta, spanning 2017–2023, the analysis integrates macroeconomic scenarios and sector-specific transition [...] Read more.
This study highlights the superior performance of Bayesian Model Averaging (BMA) in credit risk modeling under IFRS 9, particularly during economic uncertainty, such as the COVID-19 pandemic. Using granular bank-level data from Malta, spanning 2017–2023, the analysis integrates macroeconomic scenarios and sector-specific transition matrices to assess credit risk dynamics. Key findings demonstrate BMA’s ability to outperform Single-Equation Models (SEM) in predictive accuracy, robustness, and adaptability. The results emphasize BMA’s resilience to structural economic changes, making it a critical tool for regulatory stress testing and provisioning in small open economies highly exposed to external shocks. This work underscores the importance of forward-looking, flexible frameworks for credit risk management and policy decisions. Full article
(This article belongs to the Special Issue Innovative Quantitative Methods for Financial Risk Management)
Show Figures

Figure 1

Figure 1
<p>Z-scores across sectors.</p>
Full article ">Figure A1
<p>Mortgage loans.</p>
Full article ">Figure A2
<p>Consumer loans.</p>
Full article ">Figure A3
<p>Residential NFC.</p>
Full article ">Figure A4
<p>Non-residential NFC.</p>
Full article ">
18 pages, 3777 KiB  
Article
Surrogate-Assisted Cost Optimization for Post-Tensioned Concrete Slab Bridges
by Lorena Yepes-Bellver, Alejandro Brun-Izquierdo, Julián Alcalá and Víctor Yepes
Infrastructures 2025, 10(2), 43; https://doi.org/10.3390/infrastructures10020043 - 18 Feb 2025
Viewed by 195
Abstract
The study uses surrogate modeling techniques to evaluate cost optimization methodologies for post-tensioned concrete slab bridges. These structures are key components in transportation infrastructure, where design efficiency can yield significant economic benefits. The research focuses on a three-span slab bridge, with spans of [...] Read more.
The study uses surrogate modeling techniques to evaluate cost optimization methodologies for post-tensioned concrete slab bridges. These structures are key components in transportation infrastructure, where design efficiency can yield significant economic benefits. The research focuses on a three-span slab bridge, with spans of 24, 34, and 28 m, optimized through the Kriging surrogate model combined with heuristic algorithms such as simulated annealing. Input variables included deck depth, base geometry, and concrete grade, with Latin Hypercube Sampling ensuring diverse design exploration. Results reveal that the optimized design achieves a 6.54% cost reduction compared to conventional approaches, primarily by minimizing material usage—concrete by 14.8% and active steel by 11.25%. Among the predictive models analyzed, the neural network demonstrated the lowest prediction error but required multiple runs for stability, while the Kriging model offered accurate local optimum identification. This work highlights surrogate modeling as a practical and efficient tool for bridge design, reducing costs while adhering to structural and serviceability criteria. The methodology facilitates better-informed decision-making in structural engineering, supporting more economical bridge designs. Full article
(This article belongs to the Section Infrastructures and Structural Engineering)
Show Figures

Figure 1

Figure 1
<p>View of the longitudinal profile of the PC slab.</p>
Full article ">Figure 2
<p>Cross-section of the lightweight PC slab bridge deck.</p>
Full article ">Figure 3
<p>Simplified flowchart of the proposed methodology.</p>
Full article ">Figure 4
<p>Response surface of cost depending on concrete grade and deck depth (<a href="#infrastructures-10-00043-t003" class="html-table">Table 3</a> and <a href="#infrastructures-10-00043-t004" class="html-table">Table 4</a>).</p>
Full article ">Figure 5
<p>Normalized measurements and costs of the optimized structure relative to the reference slab.</p>
Full article ">Figure 6
<p>Response surface for the 38 observed deck data points (<a href="#infrastructures-10-00043-t003" class="html-table">Table 3</a> and <a href="#infrastructures-10-00043-t004" class="html-table">Table 4</a>).</p>
Full article ">Figure 7
<p>Contour plot for the 38 observed deck data points (<a href="#infrastructures-10-00043-t003" class="html-table">Table 3</a> and <a href="#infrastructures-10-00043-t004" class="html-table">Table 4</a>).</p>
Full article ">Figure 8
<p>Polynomial quadratic model fitted at 30 observed slab bridge deck data points (<a href="#infrastructures-10-00043-t002" class="html-table">Table 2</a>).</p>
Full article ">Figure 9
<p>ANN cost for a 3.15 m base width and 35 MPa concrete grade as a function of deck depth.</p>
Full article ">Figure 10
<p>ANN cost for a 1.30 m depth and 35 MPa concrete grade as a function of deck depth width.</p>
Full article ">Figure 11
<p>ANN cost for a 1.30 m depth and 3.15 m base width as a function of the concrete grade.</p>
Full article ">
17 pages, 3668 KiB  
Article
Inhibitory Effect of Nano-Formulated Extract of Passiflora incarnata on Dalton’s Lymphoma Ascites-Bearing Swiss albino Mice
by Balasubramanian Deepika, Gopalarethinam Janani, Devadass Jessy Mercy, Saranya Udayakumar, Agnishwar Girigoswami and Koyeli Girigoswami
Pharmaceutics 2025, 17(2), 270; https://doi.org/10.3390/pharmaceutics17020270 - 18 Feb 2025
Viewed by 109
Abstract
Background/Objectives: This study explored the antitumor effect of Passiflora incarnata leaves’ nanoformulation (N-EEP) in fibroblasts, A375 cell lines, and in vivo using Dalton’s lymphoma ascites (DLA)-bearing mice. Methods: N-EEP treatment could significantly slow scratch closing in A375 cells compared to in the extract [...] Read more.
Background/Objectives: This study explored the antitumor effect of Passiflora incarnata leaves’ nanoformulation (N-EEP) in fibroblasts, A375 cell lines, and in vivo using Dalton’s lymphoma ascites (DLA)-bearing mice. Methods: N-EEP treatment could significantly slow scratch closing in A375 cells compared to in the extract itself (EEP). Results: The hemolytic assay showed that N-EEP had less than 2% hemolysis, making the formulation highly biocompatible. In vivo N-EEP administration delayed the tumor growth rate, reduced weight gain, and increased the tumor-bearing mice’s life span. Furthermore, the ascitic cells were aspirated from the tumor and investigated for various gene expressions. The tumor suppressor gene p53, which plays a significant role in the mitochondrial-mediated apoptosis pathway, was found to be elevated in animals treated with N-EEP. We assessed the cytotoxicity of isolated DLA cells from induced mice using both the trypan blue and MTT assays, while apoptotic studies were conducted using Hoechst staining. Results from the trypan blue and MTT assays indicated that nearly 80% of the cells were killed by N-EEP treatment (200 μg/mL). Additionally, apoptosis, characterized by condensed nuclei, was observed after N-EEP treatment, confirming that one of the modes of cell death was caspase-dependent apoptosis. Conclusions: Our study suggests that N-EEP delayed the growth of DLA by upregulating p53 gene expression and inducing apoptosis. Full article
Show Figures

Figure 1

Figure 1
<p>(<b>A</b>) Cell migration assay of V79 cell line; (<b>B</b>) A375 cell lines with 100 μg/mL of EEP and N-EEP treatment; magnification 20X (<b>C</b>) biocompatibility assay assessed by hemolysis conducted after 3 h incubation with various concentrations of EEP and N-EEP along with positive and negative control; and (<b>D</b>) percentage of hemolysis induced by EEP and N-EEP.</p>
Full article ">Figure 2
<p>(<b>A</b>) Percentage of cell death after short-term toxicity analysis on DLA cells using trypan blue staining; (<b>B</b>) cell viability assessment using MTT analysis on DLA cells; (<b>C</b>) effect of EEP and N-EEP on tumor growth monitored by the increase in tumor volume with time; (<b>D</b>) average life span; and (<b>E</b>) body weight gain of the animals induced with DLA tumor and DLA tumor treated with EEP and N-EEP. (*—<span class="html-italic">p</span> &lt; 0.01, in comparison with untreated control; α—<span class="html-italic">p</span> &lt; 0.01, in comparison with the EEP treatment group at the same dose).</p>
Full article ">Figure 3
<p>Gene expression was estimated in DLA cells aspirated from the mice tumor after treatment with EEP (high-300 mg/kg) and different concentrations of N-EEP (low and high, 150 and 300 mg/kg, respectively). The untreated tumor mice were taken as control. (<b>A</b>) GAPDH; (<b>B</b>) Bax; (<b>C</b>) p53; and (<b>D</b>) caspase 3. Representative images of animals after 29 days of treatment compared with the control. (<b>E</b>) (<b>i</b>) control, (<b>ii</b>) EEP 300 mg/kg; (<b>F</b>) (<b>i</b>) control, (<b>iii</b>) N-EEP 150 mg/kg; (<b>G</b>) (<b>i</b>) control, (<b>iv</b>) N-EEP 300 mg/kg. (<b>H</b>) The gene expression percentage of caspase 3, Bax, p53, and GAPDH in untreated control, EEP 300 mg/kg, N-EEP 150 mg/kg, and 300 mg/kg. Fluorescent microscopic images (20×) of Hoechst-stained cells in (<b>I</b>) control, (<b>J</b>) EEP 300 mg/kg treatment, (<b>K</b>) N-EEP 150 mg/kg treatment, and (<b>L</b>) N-EEP 300 mg/kg treatment. The arrows indicate the condensed nuclei indicating the apoptotic cells.</p>
Full article ">
18 pages, 1223 KiB  
Article
GazeCapsNet: A Lightweight Gaze Estimation Framework
by Shakhnoza Muksimova, Yakhyokhuja Valikhujaev, Sabina Umirzakova, Jushkin Baltayev and Young Im Cho
Sensors 2025, 25(4), 1224; https://doi.org/10.3390/s25041224 - 17 Feb 2025
Viewed by 94
Abstract
Gaze estimation is increasingly pivotal in applications spanning virtual reality, augmented reality, and driver monitoring systems, necessitating efficient yet accurate models for mobile deployment. Current methodologies often fall short, particularly in mobile settings, due to their extensive computational requirements or reliance on intricate [...] Read more.
Gaze estimation is increasingly pivotal in applications spanning virtual reality, augmented reality, and driver monitoring systems, necessitating efficient yet accurate models for mobile deployment. Current methodologies often fall short, particularly in mobile settings, due to their extensive computational requirements or reliance on intricate pre-processing. Addressing these limitations, we present Mobile-GazeCapsNet, an innovative gaze estimation framework that harnesses the strengths of capsule networks and integrates them with lightweight architectures such as MobileNet v2, MobileOne, and ResNet-18. This framework not only eliminates the need for facial landmark detection but also significantly enhances real-time operability on mobile devices. Through the innovative use of Self-Attention Routing, GazeCapsNet dynamically allocates computational resources, thereby improving both accuracy and efficiency. Our results demonstrate that GazeCapsNet achieves competitive performance by optimizing capsule networks for gaze estimation through Self-Attention Routing (SAR), which replaces iterative routing with a lightweight attention-based mechanism, improving computational efficiency. Our results show that GazeCapsNet achieves state-of-the-art (SOTA) performance on several benchmark datasets, including ETH-XGaze and Gaze360, achieving a mean angular error (MAE) reduction of up to 15% compared to existing models. Furthermore, the model maintains a real-time processing capability of 20 milliseconds per frame while requiring only 11.7 million parameters, making it exceptionally suitable for real-time applications in resource-constrained environments. These findings not only underscore the efficacy and practicality of GazeCapsNet but also establish a new standard for mobile gaze estimation technologies. Full article
(This article belongs to the Section Sensor Networks)
Show Figures

Figure 1

Figure 1
<p>Architecture of an integrated gaze estimation system using deep learning and capsule networks.</p>
Full article ">Figure 2
<p>Comparative analysis of gaze estimation techniques across varied datasets: insights from ETH-XGaze, Gaze360, and MPIIFaceGaze.</p>
Full article ">Figure 3
<p>Examples of results obtained using the proposed method.</p>
Full article ">
21 pages, 13440 KiB  
Article
Dynamic Adaptability of Spherical Bearings in Small-Span Bridges for Heavy-Haul Railways
by Shuli Chen, Ye Zhou, Kaize Xie, Panhui Zhang and Chen Li
Buildings 2025, 15(4), 619; https://doi.org/10.3390/buildings15040619 - 17 Feb 2025
Viewed by 169
Abstract
Plate bearings in existing small-span bridges for heavy-haul railways have exhibited corrosion, detachment, and surface cracks under large axle loads, making them inadequate for the “capacity expansion and renovation” of heavy-haul railways. Therefore, identifying new bearings suitable for small-span bridges and developing a [...] Read more.
Plate bearings in existing small-span bridges for heavy-haul railways have exhibited corrosion, detachment, and surface cracks under large axle loads, making them inadequate for the “capacity expansion and renovation” of heavy-haul railways. Therefore, identifying new bearings suitable for small-span bridges and developing a rapid bearing replacement method tailored to the operational needs of heavy-haul railways are urgent priorities. This paper takes spherical bearings as an example and proposes a method for rapidly replacing plate bearings with spherical bearings. The bearing replacement tests of six simply supported beams were carried out to verify the effectiveness of the proposed method. Dynamic performance tests of bridges and bearings were performed before and after the replacement. A finite element model was established to analyze the effects of bridge span and pier height. The results show that the entire bearing replacement process for a span bridge could be completed within 4 h using the proposed method. Compared to plate bearings, spherical bearings could improve the lateral dynamic performance of both the bridge and bearings. However, the improvement decreases as bridge span and pier height increase. For 2.2 m diameter cylindrical piers commonly used in heavy-haul railways, the pier height with spherical bearings should be limited to 10 m. Full article
(This article belongs to the Topic Advances on Structural Engineering, 3rd Edition)
Show Figures

Figure 1

Figure 1
<p>Various failures of plate bearings.</p>
Full article ">Figure 2
<p>Structural composition of spherical bearing.</p>
Full article ">Figure 3
<p>Beam lifting operation.</p>
Full article ">Figure 4
<p>Bearing replacement construction.</p>
Full article ">Figure 5
<p>Flowchart of bridge bearing replacement construction.</p>
Full article ">Figure 6
<p>Dimensions of bridge piers (Unit: m).</p>
Full article ">Figure 7
<p>Test bridge measuring point layout diagram.</p>
Full article ">Figure 8
<p>Field records.</p>
Full article ">Figure 9
<p>Dynamic deflection of the middle section.</p>
Full article ">Figure 10
<p>Maximum dynamic deflection.</p>
Full article ">Figure 11
<p>Lateral amplitude.</p>
Full article ">Figure 12
<p>Lateral acceleration.</p>
Full article ">Figure 13
<p>Maximum lateral amplitude.</p>
Full article ">Figure 14
<p>Maximum lateral acceleration.</p>
Full article ">Figure 15
<p>Maximum vertical amplitude.</p>
Full article ">Figure 16
<p>Maximum vertical acceleration.</p>
Full article ">Figure 17
<p>Lateral displacement at bearings.</p>
Full article ">Figure 18
<p>Vertical displacement at bearings.</p>
Full article ">Figure 19
<p>Lateral displacement amplitude.</p>
Full article ">Figure 20
<p>Vertical displacement amplitude.</p>
Full article ">Figure 21
<p>Maximum lateral amplitude at the pier top.</p>
Full article ">Figure 22
<p>Simulation model and beam cross-section.</p>
Full article ">Figure 23
<p>Vertical loads (Unit:m).</p>
Full article ">Figure 24
<p>Lateral forces.</p>
Full article ">Figure 25
<p>Dynamic response at a speed of 55 km/h (pier height).</p>
Full article ">Figure 26
<p>Maximum dynamic response (pier height).</p>
Full article ">Figure 27
<p>Maximum dynamic response (bridge span).</p>
Full article ">
23 pages, 21288 KiB  
Article
Analysis of Detailed Series Based on the Estimation of Hydrogeological Parameters by Indirect Methods Based on Fluvial and Piezometric Fluctuations
by José Luis Herrero-Pacheco, Javier Carrasco and Pedro Carrasco
Water 2025, 17(4), 576; https://doi.org/10.3390/w17040576 - 17 Feb 2025
Viewed by 218
Abstract
Piezometers located near watercourses experiencing periodic fluctuations provide a means to analyse soil properties and derive key hydrogeological parameters through pressure wave transmission analysis, which is affected in amplitude and time (lag). These techniques are invaluable for hydrogeological characterizations, such as assessing pollutant [...] Read more.
Piezometers located near watercourses experiencing periodic fluctuations provide a means to analyse soil properties and derive key hydrogeological parameters through pressure wave transmission analysis, which is affected in amplitude and time (lag). These techniques are invaluable for hydrogeological characterizations, such as assessing pollutant diffusion, conducting construction projects below the water table, and evaluating flood zones. While traditionally applied to study tidal influences in coastal areas, this research introduces their application to channels indirectly affected by tidal oscillations due to downstream confluences with tidal waterways. This innovative approach combines the analysis of tidal barriers with the effects of storms and droughts. This study synthesises findings from an experimental monitoring field equipped with advanced recording technologies, allowing for high-resolution, long-term analysis. The dataset, spanning dry periods, major storms, and channel overflows, offers unprecedented precision and insight into aquifer responses. This study analyses the application of wave transmission calculations using continuous level recording in a river and in observation piezometers. Two methods of analysis are applied to the series generated, one based on the variation in the amplitude and the other based on the phase shift produced by the transmission of the wave through the aquifer, both related to the hydrogeological characteristics of the medium. This study concludes that the determination of the fluctuation period is key in the calculation, being particularly more precise in the analysis of the amplitude than in the analysis of the phase difference, which has led to disparate results in previous studies. The results obtained make it possible to reconstruct and extrapolate real or calculated series of rivers and piezometers as a function of distance from the diffusivity obtained. Using the fluctuation period and diffusivity, it is possible to construct the wave associated with any event based on data from just one river or piezometer. Full article
Show Figures

Figure 1

Figure 1
<p>Location of the geological framework research area (Geology adapted from EVE [<a href="#B27-water-17-00576" class="html-bibr">27</a>]).</p>
Full article ">Figure 2
<p>Lithological columns of the boreholes and observed piezometric levels (ordered by distance from the river).</p>
Full article ">Figure 3
<p>Location of the research conducted.</p>
Full article ">Figure 4
<p>Electrical tomography profile and borehole BB-2.</p>
Full article ">Figure 5
<p>Seismic refraction profile and borehole BB-2.</p>
Full article ">Figure 6
<p>Location of control points.</p>
Full article ">Figure 7
<p>Control series of the Herrerías river in Sodupe versus rainfall.</p>
Full article ">Figure 8
<p>Control series in the Bilbao estuary versus rainfall.</p>
Full article ">Figure 9
<p>Evolution of piezometer BB-2 between February 2018 and July 2024.</p>
Full article ">Figure 10
<p>Historical rainfall event recorded at piezometer BB-2.</p>
Full article ">Figure 11
<p>Evolution of piezometer BB-2 and Cadagua river between March and May 2021 (<b>top</b>) and between June and August 2021 (<b>bottom</b>).</p>
Full article ">Figure 12
<p>Detail of the spring tide interval in the Cadagua river and piezometer BB-2 in July.</p>
Full article ">Figure 13
<p>Amplitudes and time delays in the river and piezometer BB-2.</p>
Full article ">Figure 14
<p>River wave analysis and piezometer.</p>
Full article ">Figure 15
<p>Comparison of river and piezometer waves with the estuary.</p>
Full article ">Figure 16
<p>Evolution of all piezometers in the period considered.</p>
Full article ">Figure 17
<p>Evolution of piezometers in storm surge (<b>b</b>) and amplitude ratio (<b>a</b>).</p>
Full article ">Figure 18
<p>Evolution of piezometers at neap tide with major storm (<b>b</b>) and amplitude ratio (<b>a</b>).</p>
Full article ">Figure 19
<p>Observed and calculated maximum river discharge values from the BB-2 piezometer data.</p>
Full article ">Figure 20
<p>Maximum piezometric level values observed and calculated from the river level data.</p>
Full article ">Figure 21
<p>Adjustments obtained in the comparison between observed and calculated maximum values. (<b>a</b>) River water table; (<b>b</b>) Piezometric level in borehole BB-2.</p>
Full article ">Figure 22
<p>Minimum values observed in the river and piezometer BB-2 versus maximum water level.</p>
Full article ">Figure 23
<p>Evolution of the correlation between the observed and calculated minimum river discharge from the percentage approximation of the amplitude ratio.</p>
Full article ">Figure 24
<p>Calculated minimum values. (<b>a</b>) River water table; (<b>b</b>) Piezometric level BB-2.</p>
Full article ">Figure 25
<p>(<b>a</b>) Observed maximum and minimum levels; (<b>b</b>) Calculated maximum and minimum levels.</p>
Full article ">Figure 26
<p>Maximum and minimum values of the river sheet calculated and extrapolated to the rest of the year 2021.</p>
Full article ">Figure 27
<p>Calculated maximum and minimum values of the river water table compared with the oscillations observed in the Bilbao estuary.</p>
Full article ">
14 pages, 1082 KiB  
Article
Interpreting Temporal Shifts in Global Annual Data Using Local Surrogate Models
by Shou Nakano and Yang Liu
Mathematics 2025, 13(4), 626; https://doi.org/10.3390/math13040626 - 14 Feb 2025
Viewed by 291
Abstract
This paper focuses on explaining changes over time in globally sourced annual temporal data with the specific objective of identifying features in black-box models that contribute to these temporal shifts. Leveraging local explanations, a part of explainable machine learning/XAI, can yield explanations behind [...] Read more.
This paper focuses on explaining changes over time in globally sourced annual temporal data with the specific objective of identifying features in black-box models that contribute to these temporal shifts. Leveraging local explanations, a part of explainable machine learning/XAI, can yield explanations behind a country’s growth or downfall after making economic or social decisions. We employ a Local Interpretable Model-Agnostic Explanation (LIME) to shed light on national happiness indices, economic freedom, and population metrics, spanning variable time frames. Acknowledging the presence of missing values, we employ three imputation approaches to generate robust multivariate temporal datasets apt for LIME’s input requirements. Our methodology’s efficacy is substantiated through a series of empirical evaluations involving multiple datasets. These evaluations include comparative analyses against random feature selection, correlation with real-world events as explained using LIME, and validation through Individual Conditional Expectation (ICE) plots, a state-of-the-art technique proficient in feature importance detection. Full article
Show Figures

Figure 1

Figure 1
<p>Predictions by different models for Dataset 2 and Dataset 3.</p>
Full article ">Figure 2
<p>A bar graph comparing the <math display="inline"><semantics> <msup> <mi>R</mi> <mn>2</mn> </msup> </semantics></math> values of selecting random columns VS selecting columns with LIME.</p>
Full article ">Figure 3
<p>A prediction made by LIME, showing the columns that most contributed to Syria’s drop in Economic Freedom between 2011 and 2012.</p>
Full article ">Figure 4
<p>A prediction made by LIME showing the columns that most contributed to the rise in Brazil’s economic freedom from 1995 to 2000.</p>
Full article ">Figure 5
<p>ICE Plots showing how greatly the columns that are most selected by LIME affect the change in population, for Dataset 3.</p>
Full article ">
13 pages, 2862 KiB  
Article
Solving Flexible Job-Shop Scheduling Problems Based on Quantum Computing
by Kaihan Fu, Jianjun Liu, Miao Chen and Huiying Zhang
Entropy 2025, 27(2), 189; https://doi.org/10.3390/e27020189 - 13 Feb 2025
Viewed by 389
Abstract
Flexible job-shop scheduling problems (FJSPs) represent one of the most complex combinatorial optimization challenges. Modern production systems and control processes demand rapid decision-making in scheduling. To address this challenge, we propose a quantum computing approach for solving FJSPs. We propose a quadratic unconstrained [...] Read more.
Flexible job-shop scheduling problems (FJSPs) represent one of the most complex combinatorial optimization challenges. Modern production systems and control processes demand rapid decision-making in scheduling. To address this challenge, we propose a quantum computing approach for solving FJSPs. We propose a quadratic unconstrained binary optimization (QUBO) model to minimize the makespan of FJSPs, with the scheduling scheme encoded in the ground state of the Hamiltonian operator. The model is solved using a coherent Ising machine (CIM). Numerical experiments are conducted to evaluate and validate the performance and effectiveness of the CIM. The results demonstrate that quantum computing holds significant potential for solving FJSPs more efficiently than traditional computational methods. Full article
(This article belongs to the Special Issue Quantum Information: Working towards Applications)
Show Figures

Figure 1

Figure 1
<p>Gantt chart of a solution for the example (3 jobs × 3 machines FJSP, makespan 16). Orange represents job 1, blue represents job 2, and green represents job 3.</p>
Full article ">Figure 2
<p>Structure and principle of a coherent Ising machine.</p>
Full article ">Figure 3
<p>Diagram of the total energy value of the Hamiltonian of benchmark SSFJS05.</p>
Full article ">Figure 4
<p>Diagram of the maximum cut of the optical quantum computer: (<b>a</b>) 17 × 17 Ising matrix; (<b>b</b>) 85 × 85 Ising matrix; (<b>c</b>) 160 × 160 Ising matrix; (<b>d</b>) 193 × 193 Ising matrix; (<b>e</b>) 127 × 127 Ising matrix. The blue or green dot on the circumference indicates the phase state of the optical qubit after coherence, the blue indicates that the phase is positive (spin variable σ is “1”), and the green indicates that the phase is negative (spin variable σ is “−1”).</p>
Full article ">Figure 5
<p>Gantt chart solved by the optical quantum computer of benchmark SSFJS05. Red represents job 1, yellow represents job 2, and orange represents job 3.</p>
Full article ">
15 pages, 4518 KiB  
Article
Model Tests of Concrete-Filled Fiber Reinforced Polymer Tube Composite Pile Under Cyclic Lateral Loading
by Chao Yang, Guoliang Dai, Weiming Gong, Yuxuan Wang, Mingxing Zhu and Shaolei Huo
Buildings 2025, 15(4), 563; https://doi.org/10.3390/buildings15040563 - 12 Feb 2025
Viewed by 575
Abstract
Concrete-filled FRP (Fiber Reinforced Polymer) tube composite piles offer superior corrosion resistance, making them a promising alternative to traditional piles in marine environments. However, their performance under cyclic lateral loads, such as those induced by waves and currents, requires further investigation. This study [...] Read more.
Concrete-filled FRP (Fiber Reinforced Polymer) tube composite piles offer superior corrosion resistance, making them a promising alternative to traditional piles in marine environments. However, their performance under cyclic lateral loads, such as those induced by waves and currents, requires further investigation. This study conducted model tests on 11 FRP composite piles embedded in sand to evaluate their behavior under cyclic lateral loading. Key parameters, including loading frequency, cycle count, loading mode, and embedment depth, were systematically analyzed. The results revealed that cyclic loading induces cumulative plastic deformation in the surrounding soil, leading to a progressive reduction in the lateral stiffness of the pile–soil system and redistribution of lateral loads among piles. Higher loading frequencies enhanced soil densification and temporarily improved bearing capacity, while increased cycle counts caused soil degradation and reduced ultimate capacity—evidenced by an 8.4% decrease (from 1.19 kN to 1.09 kN) after 700 cycles under a 13 s period, with degradation rates spanning 8.4–11.2% across frequencies. Deeper embedment depths significantly decreased the maximum bending moment (by ~50%) and lateral displacement, highlighting their critical role in optimizing performance. These findings directly inform the design of marine structures by optimizing embedment depth and load frequency to mitigate cyclic degradation, ensuring the long-term serviceability of FRP composite piles in corrosive, high-cycle marine environments. Full article
Show Figures

Figure 1

Figure 1
<p>Degradation of traditional piles [<a href="#B17-buildings-15-00563" class="html-bibr">17</a>].</p>
Full article ">Figure 2
<p>Two kinds of FRP model piles (left: 1.6 m, right: 1.2 m).</p>
Full article ">Figure 3
<p>Particle size distribution curves.</p>
Full article ">Figure 4
<p>Layout of strain gauge.</p>
Full article ">Figure 5
<p>Loading device.</p>
Full article ">Figure 6
<p>Moment distribution of pile.</p>
Full article ">Figure 7
<p>Relationship between the maximum bending moment of the pile shaft and the number of cycles under diverse loads (with a cycle period of 13 s).</p>
Full article ">Figure 8
<p>Lateral load carrying curves at the pile top in the cyclic loading test of the single pile.</p>
Full article ">Figure 9
<p>Bending moments of pile shafts at different loading frequencies (100 cycles of loading).</p>
Full article ">Figure 10
<p>Displacement of pile shafts under varying loading frequencies (100 cycles of loading).</p>
Full article ">Figure 11
<p>Distribution of pile shaft bending moments under diverse loading modalities.</p>
Full article ">Figure 12
<p>Distribution of bending moments along the pile shaft for piles with different embedment depths (after 100 cycles of loading).</p>
Full article ">Figure 13
<p>Distribution of lateral displacement along the pile shaft for piles with varying embedment depths (after 100 cycles of loading).</p>
Full article ">
19 pages, 906 KiB  
Article
HICA: A Hybrid Scientific Workflow Scheduling Algorithm for Symmetric Homogeneous Resource Cloud Environments
by Liang Hu, Xianwei Wu and Xilong Che
Symmetry 2025, 17(2), 280; https://doi.org/10.3390/sym17020280 - 12 Feb 2025
Viewed by 341
Abstract
With the increasing volume of scientific computation data and the advancement of computer performance, scientific computation is becoming more dependent on the powerful computing capabilities of cloud computing. On cloud platforms, tasks in scientific workflows are assigned to computational resources and executed according [...] Read more.
With the increasing volume of scientific computation data and the advancement of computer performance, scientific computation is becoming more dependent on the powerful computing capabilities of cloud computing. On cloud platforms, tasks in scientific workflows are assigned to computational resources and executed according to specific strategies. Therefore, workflow scheduling has become a key factor affecting efficiency. This paper proposes a hybrid scientific workflow scheduling algorithm, HICA, to address the scheduling problem of scientific workflows in symmetric homogeneous cloud environments with optimization goals of makespan and cost. HICA combines the Imperialist Competitive Algorithm (ICA) with the HEFT algorithm, integrating HEFT into the initial population of the ICA to accelerate the convergence of the ICA. Experimental results show that the proposed hybrid approach outperforms other algorithms in real-world workflow applications. Specifically, when the workflow scale is 100, the average improvements in makespan and cost are 133.89 and 273.33, respectively; when the workflow scale is 1000, the improvements are 371.62 and 9178.98. The scheduling results for the Earth System Model parameter tuning workflow show that compared to the scenario without using a scheduling algorithm, the makespan and cost were improved by 13% and 21%, respectively. Full article
(This article belongs to the Section Computer)
Show Figures

Figure 1

Figure 1
<p>A workflow sample organized with DAG.</p>
Full article ">Figure 2
<p>A matrix to describe the relation between the tasks in <a href="#symmetry-17-00280-f001" class="html-fig">Figure 1</a>.</p>
Full article ">Figure 3
<p>An example of the encoding (based on <a href="#symmetry-17-00280-f001" class="html-fig">Figure 1</a>).</p>
Full article ">Figure 4
<p>An example of a colony assimilation operation (based on <a href="#symmetry-17-00280-f001" class="html-fig">Figure 1</a>). The yellow cells represent the elements that perform the operation in the colony assimilation process.</p>
Full article ">Figure 5
<p>An example of a colony revolution operation (based on <a href="#symmetry-17-00280-f001" class="html-fig">Figure 1</a>). The yellow cells represent the elements that perform the operation in the colony revolution process.</p>
Full article ">Figure 6
<p>The core structure of workflow applications.</p>
Full article ">Figure 7
<p>Makespan performance for 100 tasks across scientific workflows. Each subplot represents a different workflow application, and each point in the plot corresponds to the scheduling result of a different algorithm.</p>
Full article ">Figure 8
<p>Makespan performance for 1000 tasks across scientific workflows. Each subplot represents a different workflow application, and each point in the plot corresponds to the scheduling result of a different algorithm.</p>
Full article ">Figure 9
<p>Cost performance for 100 tasks across scientific workflows. Each subplot represents a different workflow application, and each point in the plot corresponds to the scheduling result of a different algorithm.</p>
Full article ">Figure 10
<p>Cost performance for 1000 tasks across scientific workflows. Each subplot represents a different workflow application, and each point in the plot corresponds to the scheduling result of a different algorithm.</p>
Full article ">Figure 11
<p>Scheduling results for the ESM parameter tuning workflow, NULL represents the original scenario without using any algorithm.</p>
Full article ">
22 pages, 3482 KiB  
Article
A Q-Learning Evolutionary Algorithm for Solving the Distributed Mixed No-Idle Permutation Flowshop Scheduling Problem
by Fangchi Zeng and Junjia Cui
Symmetry 2025, 17(2), 276; https://doi.org/10.3390/sym17020276 - 11 Feb 2025
Viewed by 365
Abstract
In this paper, a Distributed Mixed No-Idle Permutation Flowshop Scheduling Problem with Sequence-Dependent Setup Times (DMNIPFSP/SDST) is studied. Firstly, a multi-objective optimization model with completion time (makespan), Total Energy Consumption (TEC), and Total Tardiness (TT) as objectives is established. Based on problem characteristics [...] Read more.
In this paper, a Distributed Mixed No-Idle Permutation Flowshop Scheduling Problem with Sequence-Dependent Setup Times (DMNIPFSP/SDST) is studied. Firstly, a multi-objective optimization model with completion time (makespan), Total Energy Consumption (TEC), and Total Tardiness (TT) as objectives is established. Based on problem characteristics and multi-objective characteristics, a Q-Learning Evolutionary Algorithm (QLEA) is proposed. Secondly, in order to improve the quality and diversity of the initial solution, two improved initialization strategies are proposed. Based on the characteristics of the problem solved (In the distributed system, symmetry design is adopted to ensure that the load of each workstation is relatively balanced in different time periods, avoid resource waste or bottleneck, and achieve the goal of no idle.), a novel population updating mechanism is designed to balance the ability of global exploration and local development of the algorithm. At the same time, a variable neighborhood local search based on Q-Learning is used to refine the non-dominated solution, thus guiding the population evolution. Finally, the simulation results show that this method has good performance in solving the multi-objective DMNIPFSP/SDST and can provide good economic benefits for enterprises. Full article
(This article belongs to the Special Issue Meta-Heuristics for Manufacturing Systems Optimization Ⅱ)
Show Figures

Figure 1

Figure 1
<p>Example of encoding.</p>
Full article ">Figure 2
<p>Sequence of jobs for different individuals.</p>
Full article ">Figure 3
<p>Results of Step 1.</p>
Full article ">Figure 4
<p>Results of Step 3.</p>
Full article ">Figure 5
<p>Schematic diagram of insertion and swapping.</p>
Full article ">Figure 6
<p>Q-Learning framework.</p>
Full article ">Figure 7
<p>Schematic diagram of elite selection strategy.</p>
Full article ">Figure 8
<p>Main effect diagram of parameters.</p>
Full article ">Figure 9
<p>ANOVA of the QLEA and QLEA-RE.</p>
Full article ">Figure 10
<p>Comparison of non-dominated solution algorithms for 100 jobs and 20 machines in three different factories.</p>
Full article ">Figure 11
<p>Variance analysis of the QLEA and comparison algorithms under different SDSTs.</p>
Full article ">
31 pages, 5042 KiB  
Article
A Levelized Multiple Workflow Heterogeneous Earliest Finish Time Allocation Model for Infrastructure as a Service (IaaS) Cloud Environment
by Farheen Bano, Faisal Ahmad, Mohammad Shahid, Mahfooz Alam, Faraz Hasan and Mohammad Sajid
Algorithms 2025, 18(2), 99; https://doi.org/10.3390/a18020099 - 10 Feb 2025
Viewed by 454
Abstract
Cloud computing, a superset of heterogeneous distributed computing, allows sharing of geographically dispersed resources across multiple organizations on a rental basis using virtualization as per demand. In cloud computing, workflow allocation to achieve the optimum schedule has been reported to be NP-hard. This [...] Read more.
Cloud computing, a superset of heterogeneous distributed computing, allows sharing of geographically dispersed resources across multiple organizations on a rental basis using virtualization as per demand. In cloud computing, workflow allocation to achieve the optimum schedule has been reported to be NP-hard. This paper proposes a Levelized Multiple Workflow Heterogeneous Earliest Finish Time (LMHEFT) model to optimize makespan in the cloud computing environment. The model has two phases: task prioritization and task allocation. The task prioritization phase begins by dividing workflows into the number of partitions as per the level attribute; after that, upward rank is employed to determine the partition-wise task allocation order. In the allocation phase, the best-suited virtual machine is determined to offer the lowest finish time for each task in partition-wise mapping to minimize the workflow task’s completion time. The model considers the inter-task communication between the cooperative workflow tasks. A comparative performance evaluation of LMHEFT has been conducted with the competitive models from the literature implemented in MATLAB, i.e., heterogeneous earliest finish time (HEFT) and dynamic level scheduling (DLS), on makespan, flowtime, and utilization. The experimental findings indicate that LMHEFT surpasses HEFT and DLS in terms of makespan 15.51% and 85.12% when varying the number of workflows, 41.19% and 86.73% when varying depth levels, and 13.74% and 80.24% when varying virtual machines, respectively. Further statistical analysis has been carried out to confirm the hypothesis developed in the simulation study by using normality tests, homogeneity tests, and the Kruskal–Wallis test. Full article
(This article belongs to the Section Algorithms for Multidisciplinary Applications)
Show Figures

Figure 1

Figure 1
<p>Cloud workflow allocation framework.</p>
Full article ">Figure 2
<p>Sample multiple workflow.</p>
Full article ">Figure 3
<p>Average communication cost computation.</p>
Full article ">Figure 4
<p>A sample of merged workflow.</p>
Full article ">Figure 5
<p>A sample of cloud resources.</p>
Full article ">Figure 6
<p>Allocation merged workflow by LMHEFT.</p>
Full article ">Figure 7
<p>Allocation merged workflow by (<b>a</b>) HEFT-1 and (<b>b</b>) HEFT-2.</p>
Full article ">Figure 8
<p>Varying the number of workflows.</p>
Full article ">Figure 9
<p>Varying the number of depth levels.</p>
Full article ">Figure 10
<p>Varying the number of virtual machines.</p>
Full article ">Figure 11
<p>Normal Q-Q plot for makespan of LMHEFT.</p>
Full article ">Figure 12
<p>Normal Q-Q plot for makespan of HEFT-1.</p>
Full article ">Figure 13
<p>Normal Q-Q plot for makespan of HEFT-2.</p>
Full article ">Figure 14
<p>Normal Q-Q plot for makespan of DLS.</p>
Full article ">Figure 15
<p>Box plot for models on makespan.</p>
Full article ">
25 pages, 2143 KiB  
Article
Does Environmental Disclosure and Corporate Governance Ensure the Financial Sustainability of Islamic Banks?
by Saqib Muneer, Ajay Singh, Mazhar Hussain Choudhary, Awwad Saad Alshammari and Nasir Ali Butt
Adm. Sci. 2025, 15(2), 54; https://doi.org/10.3390/admsci15020054 - 10 Feb 2025
Viewed by 402
Abstract
The purpose of this study is to investigate the influence of environmental disclosure and corporate governance on the financial performance of Islamic banks in Saudi Arabia. This study highlights that sustainable practices are transparent with financial objectives using the religious framework of Islamic [...] Read more.
The purpose of this study is to investigate the influence of environmental disclosure and corporate governance on the financial performance of Islamic banks in Saudi Arabia. This study highlights that sustainable practices are transparent with financial objectives using the religious framework of Islamic finance. This research is based on Worldwide Vision 2030, which covers sustainable development and promotes environmental, social, and governance (ESG) principles, as well as corporate governance factors, such as board composition and Shariah Supervisory Boards (SSBs). We use a hybrid approach for our findings, with a dataset spanning 2011–2023 for the quantitative analysis and 20 semi-structured analyses conducted for a qualitative approach that aligns with objectives. We found that environmental disclosure boosts profits and stakeholder trust. Corporate governance structures, such as environmental boards and sustainability committees, improve the environmental disclosure of financial performance in Islamic banks. In this positive interaction, specialized governance drives Sharia-compliant sustainability initiatives. SSBs help Islamic banks integrate sustainability and meet religious and ESG environmental standards. Board diversity and dedication in the sustainability committee both play important roles in enhancing environmental disclosure practices; in return, these improved financial performances. The interaction of environmental disclosure and board environmental expertise has a positive impact on the overall performance, which indicates that governance structure supports sustainability-related decision-making, aligning with transparency. This study suggests that Islamic banks standardize ESG frameworks, improve board environmental expertise, and invest in real-time sustainability reporting digital solutions. Saudi Islamic banks can lead regional and global sustainable banking by adopting these strategies to align with global sustainability trends, improve financial performance, and meet ethical finance expectations. Full article
Show Figures

Figure 1

Figure 1
<p>Distribution of environmental disclosure scores and scatter plot of environmental disclosure vs. financial performance.</p>
Full article ">Figure 2
<p>Panel data regression model diagnostics.</p>
Full article ">Figure 3
<p>Interaction effects plot for moderating variables.</p>
Full article ">Figure 4
<p>Word cloud of key themes from qualitative analysis.</p>
Full article ">
30 pages, 9693 KiB  
Article
Task-Driven Virtual Machine Optimization Placement Model and Algorithm
by Ran Yang, Zhaonan Li, Junhao Qian and Zhihua Li
Future Internet 2025, 17(2), 73; https://doi.org/10.3390/fi17020073 - 7 Feb 2025
Viewed by 229
Abstract
In cloud data centers, determining how to balance the interests of the user and the cloud service provider is a challenging issue. In this study, a task-loading-oriented virtual machine (VM) optimization placement model and algorithm is proposed integrating consideration of both VM placement [...] Read more.
In cloud data centers, determining how to balance the interests of the user and the cloud service provider is a challenging issue. In this study, a task-loading-oriented virtual machine (VM) optimization placement model and algorithm is proposed integrating consideration of both VM placement and the user’s computing requirements. First, the VM placement is modeled as a multi-objective optimization problem to minimize the makespan of the loading tasks, user rental costs, and energy consumption of cloud data centers; then, an improved chaos-elite NSGA-III (CE-NSGAIII) algorithm is presented by casting the logistic mapping-based population initialization (LMPI) and the elite-guided algorithm in NSGA-III; finally, the presented CE-NSGAIII is employed to solve the aforementioned optimization model, and further, through combination of the above sub-algorithms, a CE-NSGAIII-based VM placement method is developed. The experiment results show that the Pareto solution set obtained using the CE-NSGAIII exhibits better convergence and diversity than those of the compared algorithms and yields an optimized VM placement scheme with shorter makespan, less user rental costs, and lower energy consumption. Full article
Show Figures

Figure 1

Figure 1
<p>The logical relationship between task loading and virtual resource scheduling.</p>
Full article ">Figure 2
<p>Flowchart of CE-NSGAIII.</p>
Full article ">Figure 3
<p>The example of a VM placement scheme.</p>
Full article ">Figure 4
<p>The schematic of distance <math display="inline"><semantics> <mrow> <msub> <mi>d</mi> <mrow> <mi>j</mi> <mo>,</mo> <mn>1</mn> </mrow> </msub> <mfenced open="(" close=")"> <mi>y</mi> </mfenced> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mi>d</mi> <mrow> <mi>j</mi> <mo>,</mo> <mn>2</mn> </mrow> </msub> <mfenced open="(" close=")"> <mi>y</mi> </mfenced> </mrow> </semantics></math>.</p>
Full article ">Figure 5
<p>Comparison of metrics.</p>
Full article ">Figure 6
<p>Comparison of EC.</p>
Full article ">Figure 7
<p>Comparison of Pareto front (T1–T6).</p>
Full article ">Figure 8
<p>Comparison of Pareto front (T7–T12).</p>
Full article ">Figure 9
<p>Comparison of GD.</p>
Full article ">
Back to TopTop