Analytical model for compressive arch action and catenary action in reinforced concrete beams against progressive collapse-Reference-Cited by-同舟云学术

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Analytical model for compressive arch action and catenary action in reinforced concrete beams against progressive collapse

Published:2022 Issue: Volume: Page:315-367
ISSN:
Container-title:Behaviour of Building Structures Subjected to Progressive Collapse
language:
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Author:

Yang Bo,Kang Shao-Bo,Tan Kang Hai,Zhou Xu-Hong

Publisher

Elsevier

Reference29 articles.

1. Building code requirements for structural concrete and commentary (ACI 318R-05);ACI,2005

2. Design of buildings to resist progressive collapse Unified facilities criteria (UFC) 4-023-03;DoD,2013

3. Development of arching action in longitudinally-restrained reinforced concrete beams;FarhangVesali;Construction and Building Materials,2013

4. Effect of matrix ductility on deformation capacity behavior of steel-reinforced ECC flexural members under reversed cyclic loading conditions;Fischer;ACI Structural Journal,2002

5. Deformation behavior of fiber-reinforced polymer reinforced engineered cementitious composites (ECC) flexural members under reversed cyclic loading conditions;Fischer;ACI Structural Journal,2003

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1. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading;Structures;2023-11

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