Numerical study on shear capacity of geometrically similar <scp>RC</scp> interior beam‐column joints-Reference-Cited by-同舟云学术

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Numerical study on shear capacity of geometrically similar RC interior beam‐column joints

Published:2022-12-21 Issue:2 Volume:24 Page:3002-3020
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Jin Liu¹,Miao Liyue¹^ORCID,Du Xiuli¹

Affiliation:

1. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China

Funder

National Natural Science Foundation of China

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.202200631

Reference66 articles.

1. Influence of high column axial loads in exterior R/C beam-column joints

2. Earthquake losses due to ground failure

3. Effect of earthquake duration on structural reliability

4. Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam–column connections

5. Behavior of deficient joints with plain bars and low strength concrete;Bedirhanoglu I;ACI Struct J,2010

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