Experimental and Computational Assessments of Progressive Collapse Resistance of Reinforced Concrete Planar Frames Subjected to Penultimate Column Removal Scenario-Reference-Cited by-同舟云学术

Experimental and Computational Assessments of Progressive Collapse Resistance of Reinforced Concrete Planar Frames Subjected to Penultimate Column Removal Scenario

Published:2020-06 Issue:3 Volume:34 Page:04020019
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Qian Lanping¹,Li Yi²,Diao Mengzhu³,Guan Hong⁴,Lu Xinzheng⁵^ORCID

Affiliation:

1. Graduate Student, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing Univ. of Technology, Beijing 100124, China.

2. Associate Professor, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing Univ. of Technology, Beijing 100124, China (corresponding author).

3. Ph.D. Candidate, School of Engineering and Built Environment, Griffith Univ., Gold Coast Campus, Gold Coast, QLD 4222, Australia.

4. Professor, School of Engineering and Built Environment, Griffith Univ., Gold Coast Campus, Gold Coast, QLD 4222, Australia.

5. Professor, Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua Univ., Beijing 100084, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001420

Reference29 articles.

1. Scale relations for reinforced concrete beam-column joints;Abrams D. P.;ACI Struct. J.,1987

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

3. Mitigating Risk from Abnormal Loads and Progressive Collapse

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