Progressive Collapse Resistance of Two Typical High-Rise RC Frame Shear Wall Structures-Reference-Cited by-同舟云学术

Progressive Collapse Resistance of Two Typical High-Rise RC Frame Shear Wall Structures

Published:2015-06 Issue:3 Volume:29 Page:04014087
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Ren Peiqi¹,Li Yi²,Guan Hong³,Lu Xinzheng⁴

Affiliation:

1. Master’s Degree Student, Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua Univ., Beijing 100084, China.

2. Assistant Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

3. Associate Professor, Griffith School of Engineering, Griffith Univ., Gold Coast Campus, QLD 4222, Australia.

4. Professor, Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua Univ., Beijing 100084, China (corresponding author).

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.1943-5509.0000593

Reference28 articles.

1. Simplified progressive collapse simulation of RC frame–wall structures

2. Experimental Study on the Progressive Collapse Resistance of a Two-Story Steel Moment Frame

3. Unified Facilities Criteria (UFC) Design Guide. Army Reserve Facilities

4. Approaches for design against progressive collapse;Ellingwood B. R.;J. Struct. Div.,1978

5. European Committee for Standardization (CEN). (2003). “Design of structures for earthquake resistance. Part 1: General rules seismic actions and rules for buildings.” Eurocode 8 Brussels.

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