Demirlioglu et al., 2020 - Google Patents
In-plane seismic response analyses of a historical brick masonry building using equivalent frame and 3D FEM modeling approachesDemirlioglu et al., 2020
View PDF- Document ID
- 13795988082866541300
- Author
- Demirlioglu K
- Gonen S
- Soyoz S
- Limongelli M
- Publication year
- Publication venue
- International Journal of Architectural Heritage
External Links
Snippet
This article aims at contributing to the seismic performance assessment of a historic brick masonry building by finding a strength reduction coefficient through the use of linear and nonlinear modeling approaches, using Finite Element Method and Equivalent Frame …
- 238000004450 types of analysis 0 title abstract description 69
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/50—Computer-aided design
- G06F17/5009—Computer-aided design using simulation
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/50—Computer-aided design
- G06F17/5086—Mechanical design, e.g. parametric or variational design
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/30—Information retrieval; Database structures therefor; File system structures therefor
- G06F17/30861—Retrieval from the Internet, e.g. browsers
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0058—Kind of property studied
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06Q—DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/06—Resources, workflows, human or project management, e.g. organising, planning, scheduling or allocating time, human or machine resources; Enterprise planning; Organisational models
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06Q—DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/10—Office automation, e.g. computer aided management of electronic mail or groupware; Time management, e.g. calendars, reminders, meetings or time accounting
- G06Q10/105—Human resources
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Demirlioglu et al. | In-plane seismic response analyses of a historical brick masonry building using equivalent frame and 3D FEM modeling approaches | |
Cavalagli et al. | Earthquake-induced damage detection in a monumental masonry bell-tower using long-term dynamic monitoring data | |
Milani et al. | Seismic assessment of a medieval masonry tower in Northern Italy by limit, nonlinear static, and full dynamic analyses | |
Cardone et al. | Damage and loss assessment of pre-70 RC frame buildings with FEMA P-58 | |
Bartoli et al. | A numerical study on seismic risk assessment of historic masonry towers: a case study in San Gimignano | |
Bartoli et al. | Seismic risk assessment of historic masonry towers: comparison of four case studies | |
Brignola et al. | Identification of shear parameters of masonry panels through the in-situ diagonal compression test | |
Mendes et al. | Seismic assessment of masonry “Gaioleiro” buildings in Lisbon, Portugal | |
Moaveni et al. | Finite-element model updating for assessment of progressive damage in a 3-story infilled RC frame | |
Mortezaei et al. | Plastic hinge length of reinforced concrete columns subjected to both far‐fault and near‐fault ground motions having forward directivity | |
Saloustros et al. | Analytical derivation of seismic fragility curves for historical masonry structures based on stochastic analysis of uncertain material parameters | |
Nohutcu et al. | Investigation of a historic masonry structure by numerical and operational modal analyses | |
Belleri et al. | Damage assessment through structural identification of a three‐story large‐scale precast concrete structure | |
Betti et al. | Comparative seismic risk assessment of basilica-type churches | |
Chácara et al. | Simulation of shake table tests on out-of-plane masonry buildings. Part (IV): macro and micro FEM based approaches | |
Marefat et al. | Seismic assessment of small to medium spans plain concrete arch bridges | |
Massumi et al. | A new damage index for RC buildings based on variations of nonlinear fundamental period | |
Ponte et al. | A multi-disciplinary approach to the seismic assessment of the National Palace of Sintra | |
De Matteis et al. | The Fossanova Church: seismic vulnerability assessment by numeric and physical testing | |
Brando et al. | The effects of L’aquila earthquake on the St. Gemma church in Goriano Sicoli: part II—fem analysis | |
Sabia et al. | Model updating to forecast the dynamic behavior of the Ghirlandina Tower in Modena, Italy | |
Tubaldi et al. | Identification of critical mechanical parameters for advanced analysis of masonry arch bridges | |
Rashid et al. | Economic losses due to earthquake-induced structural damages in RC SMRF structures | |
Briceño et al. | Seismic vulnerability assessment of a 17th century adobe church in the peruvian andes | |
Derakhshan et al. | Simulation of shake table tests on out-of-plane masonry buildings. Part (I): Displacement-based approach using simple failure mechanisms |