Shear strength of RC deep beams with web openings based on two‐parameter kinematic theory-Reference-Cited by-同舟云学术

Shear strength of RC deep beams with web openings based on two‐parameter kinematic theory

Published:2019-07-23 Issue:1 Volume:21 Page:349-361
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Liu Jian¹^ORCID,Mihaylov Boyan¹

Affiliation:

1. Department of ArGEnCo and Research Unit of Urban and Environmental Engineering University of Liege Liege Belgium

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201800356

Reference31 articles.

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2. LeonhardtF WaltherR). The Stuttgart shear tests 1961 a translation of the articles that appeared in Beton und Stahlbetonbau V.56 No. 12 1961 and V.57 No. 2 3 6 7 and 8 1962. Cement and Concrete Association Library Translation.1964;111(28):134.

3. Behavior of large deep beam subjected to monotonic and reversed cyclic shear;Mihaylov BI;ACI Struct J,2010

4. Tests of reinforced concrete deep beams;Rogowsky DM;ACI J Proc,1986

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