Effects of Masonry Infill Wall on the Performance of RC Frames to Resist Progressive Collapse-Reference-Cited by-同舟云学术

Effects of Masonry Infill Wall on the Performance of RC Frames to Resist Progressive Collapse

Published:2017-09 Issue:9 Volume:143 Page:04017118
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Qian Kai¹,Li Bing²

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi Univ., Nanning 530004, China.

2. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001860

Reference23 articles.

1. Progressive collapse-resisting capacity of RC beam–column sub-assemblage

2. Experimental study of beam-slab substructures subjected to a penultimate-internal column loss;Dat P. X.;Eng. Struct.,2013

3. Three-strut model for concrete masonry-infilled steel frames;EI-Dakhakhni W. W.;J. Struct. Eng.,2003

4. Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework

5. Code approaches to seismic design of masonry-infilled reinforced concrete frames: A state-of-the-art review;Kaushik H. B.;Earthquake Spectra,2006

Cited by 91 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Load Resistance of Masonry Infilled Panels for Steel Frames to Mitigate Progressive Collapse Caused by Middle Column Missing;Journal of Building Engineering;2024-09

2. Research on the anti-collapse performance of steel frame structures with infilled walls in the form of reduced beam sections connections;Journal of Building Engineering;2024-08

3. Determination of dynamic collapse limit states using the energy-based method for multi-story RC frames subjected to column removal scenarios;Engineering Structures;2024-07

4. Evaluation on the failure modes and progressive collapse resistance of self-centering infilled precast concrete frame;Engineering Failure Analysis;2024-05

5. Experimental response of HPFL-BSP strengthened RC sub-assemblages subject to corner column removal;Journal of Building Engineering;2024-04