Numerical study on the anti-progressive collapse performance of steel frame-steel plate shear wall structures-Reference-Cited by-同舟云学术

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Numerical study on the anti-progressive collapse performance of steel frame-steel plate shear wall structures

Published:2021-03 Issue: Volume:35 Page:102049
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Meng Bao,Hao Jiping,Zhong Weihui

Funder

Natural Science Basic Research Program of Shaanxi Province

Scientific Research Plan Projects of Shaanxi Education Department

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference38 articles.

1. Seismic Behavior and Design of Steel Shear Walls [R]. Steel Technical Information and Product Services Report;Astaneh-Asl,2001

2. Steel plate shear walls: practical design and construction [J];Seilie;Mod. Steel Construct.,2005

3. Structure design of jinta in tianjin [J];Wang;J. Build. Struct.,2009

4. Structural system design and study of Tianjin Goldin 117 mega tower [J];Liu;Building Structure,2012

5. Performance of steel moment connections under a column removal scenario. I: experiments [J];Lew;J. Struct. Eng.,2013

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1. Revealing the phase transition of steel frames with CFST columns during progressive collapse process from a thermodynamic perspective;Journal of Building Engineering;2024-08

2. Simplified analytical model for prediction of collapse resistance of restrained steel beam-column substructure exposed to fire;Engineering Failure Analysis;2024-05

3. Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate;Journal of Constructional Steel Research;2024-02

4. Anti-Progressive Collapse Performance of Fully Bolted Steel Frame Structure Connections Based on Performance Improvement;International Journal of Steel Structures;2024-02

5. Collapse performance of post-tensioned steel frames considering influence of infill walls;Structures;2023-12

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