Effects of Infilled Walls with and without Openings on Progressive Collapse Resistance of Steel Frames under Corner Column Loss Condition-Reference-Cited by-同舟云学术

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Effects of Infilled Walls with and without Openings on Progressive Collapse Resistance of Steel Frames under Corner Column Loss Condition

Published:2023-08 Issue:8 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Qian Kai¹^ORCID,Lan Xi²,Deng Xiao-Fang³,Li Zhi⁴

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Guilin Univ. of Technology, Guilin 541004 China. ORCID: .

2. Ph.D. Candidate, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China (corresponding author).

3. Lecturer, College of Civil Engineering and Architecture, Guilin Univ. of Technology, Guilin 531004, China.

4. Research Fellow, College of Civil Engineering and Architecture, Guilin Univ. of Technology, Guilin 531004, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12268

Reference36 articles.

1. Effectiveness of masonry infill walls on steel frames with different beam-column connections under progressive collapse

2. Effect of non-structural masonry brick infill walls on the robustness of a RC framed building severely damaged due to a landslide

3. Determination of the interaction between a masonry wall and a confining frame

4. Effect of masonry joints on the behavior of infilled frames

5. Resistance of reinforced concrete frames with masonry infill walls to in-plane gravity loading due to loss of a supporting column

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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. Seismically resistant progressive collapse behavior of infilled frame structures under seismic loads and column loss: A numerical investigation;Structures;2024-08

3. 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

4. A Comprehensive Evaluation of Progressive Collapse Analysis: Insights on Research and Regulations Through a Systematic Review;Lecture Notes in Civil Engineering;2024

5. Feasibility of two-storey substructures to equivalently investigate behaviour of multi-storey steel frames;Journal of Constructional Steel Research;2023-11

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