Modeling structural behavior of reinforced concrete beam–slab substructures subject to side-column loss at large deflections-Reference-Cited by-同舟云学术

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Modeling structural behavior of reinforced concrete beam–slab substructures subject to side-column loss at large deflections

Published:2017-11-06 Issue:7 Volume:21 Page:1051-1071
ISSN:1369-4332
Container-title:Advances in Structural Engineering
language:en
Short-container-title:Advances in Structural Engineering

Author:

Zhang Jing-Zhou¹,Li Guo-Qiang¹²,Jiang Jian³

Affiliation:

1. College of Civil Engineering, Tongji University, Shanghai, China

2. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China

3. Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, MD, USA

Publisher

SAGE Publications

Subject

Building and Construction,Civil and Structural Engineering

Link

http://journals.sagepub.com/doi/pdf/10.1177/1369433217737120

Reference17 articles.

1. Membrane action of unrestrained lightly reinforced concrete slabs at large displacements

2. Tensile membrane effects of concrete slabs in fire

3. Allowing for membrane action in the plastic analysis of rectangular reinforced concrete slabs

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4. Condition evaluation for through and half-through arch bridges considering robustness of suspended deck systems;Advances in Structural Engineering;2020-11-23

5. Collapse resistance of steel frames with concrete slabs due to penultimate-side column loss;Advances in Structural Engineering;2019-12-30

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