Size effect tests on shear failure of interior RC beam-to-column joints under monotonic and cyclic loadings-Reference-Cited by-同舟云学术

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Size effect tests on shear failure of interior RC beam-to-column joints under monotonic and cyclic loadings

Published:2018-11 Issue: Volume:175 Page:591-604
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Jin Liu,Miao Liyue,Han Junyan,Du Xiuli,Wei Na,Li Dong

Funder

National Key Research and Development Program of China

the National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference54 articles.

1. Ductile steel beam-to-column connections for seismic resistance;Chen;J Struct Eng,1996

2. Lateral load response of strengthened reinforced concrete beam-to-column joints;Tsonos;ACI Struct J,1999

3. Seismic design of reinforced concrete and masonry buildings;Paulay,1992

4. Joints reinforced concrete frames designed for earthquake resistance;Paulay,1984

5. Reinforced concrete beam-column joints under seismic actions;Paulay;J Proc,1978

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