Improving Behavior of Reinforced Concrete Frames to Resist Progressive Collapse through Steel Bracings-Reference-Cited by-同舟云学术

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Improving Behavior of Reinforced Concrete Frames to Resist Progressive Collapse through Steel Bracings

Published:2019-02 Issue:2 Volume:145 Page:04018248
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Qian Kai¹,Weng Yun-Hao²,Li Bing³

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Guilin Univ. of Technology, Guilin 541004, China (corresponding author).

2. Research Student, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

3. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798, Singapore.

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.0002263

Reference29 articles.

1. Steel Bracing of RC Frames for Seismic Retrofitting

2. Behavior of RC Frame Strengthened Using Structural Steel Bracing

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

4. Membrane actions of RC slabs in mitigating progressive collapse of building structures

5. Progressive collapse analysis of high-rise building with 3-D finite element modeling method

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1. Progressive collapse analysis of RC structures with HPFL-BSP strengthened slabs;Engineering Failure Analysis;2024-09

2. Effect of three-dimensional space on progressive collapse resistance of reinforced concrete frames under various column removal scenarios;Journal of Building Engineering;2024-08

3. Retrofitting of severely damaged RC beams using novel bio-composite-based mat-matrix system;Structures;2024-05

4. Risk-based life cycle cost–benefit analysis for progressive collapse design of RC frame structures;Structures;2024-05

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

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