Performance of Three-Dimensional Reinforced Concrete Beam-Column Substructures under Loss of a Corner Column Scenario-Reference-Cited by-同舟云学术

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Performance of Three-Dimensional Reinforced Concrete Beam-Column Substructures under Loss of a Corner Column Scenario

Published:2013-04 Issue:4 Volume:139 Page:584-594
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Qian Kai¹,Li Bing²

Affiliation:

1. Research Associate, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798 (corresponding author).

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

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.0000630

Reference22 articles.

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3. Impact of balcony geometry on the performance of rubberized concrete structures against progressive collapse;Multidiscipline Modeling in Materials and Structures;2024-08-14

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

5. Vierendeel action in progressive collapse of three-storey RC structures under corner column removal scenario;Engineering Structures;2024-07

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