Effect of column flexural capacities and axial loads on bond behavior of interior beam-column joints-Reference-Cited by-同舟云学术

Effect of column flexural capacities and axial loads on bond behavior of interior beam-column joints

Published:2023-08 Issue: Volume:289 Page:116331
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Gan Dan,Li Hongpeng,Zhou Zheng,Zhou Xuhong

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference51 articles.

1. Bond performance of interior beam-column joints with high-strength reinforcement;Brooke;ACI Struct J,2006

2. Bond strength and cyclic bond deterioration of large-diameter bars;Murcia-Delso;ACI Struct J,2013

3. Bond-slip relationship of beam flexural bars in interior beam-column joints;Hwang;ACI Struct J,2015

4. Effect of deterioration of bond of beam bars passing through interior beam-column joints on flexural strength and ductility;Hakuto;ACI Struct J,1999

5. Seismic behavior comparison of reinforced concrete interior beam-column joints based on different loading methods;Yang;Eng Struct,2018

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