Collapse Process Analysis of Reinforced Concrete Super-Large Cooling Towers Induced by Failure of Columns-Reference-Cited by-同舟云学术

Collapse Process Analysis of Reinforced Concrete Super-Large Cooling Towers Induced by Failure of Columns

Published:2017-10 Issue:5 Volume:31 Page:04017037
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Gu Xiang-Lin¹,Yu Qian-Qian²,Li Yi³,Lin Feng⁴

Affiliation:

1. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Assistant Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

3. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

4. Associate Professor, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

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.1943-5509.0001023

Reference28 articles.

1. On the assessment of robustness

2. Progressive collapse of three-dimensional semi-rigid jointed steel frames;Bandyopadhyay M.;J. Perform. Constr. Facil.,2015

3. Why Did the World Trade Center Collapse?—Simple Analysis

4. Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis

5. New natural draft cooling tower of 200 m of height

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