Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam–column connections-Reference-Cited by-同舟云学术

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

Published:2007-10 Issue:10 Volume:29 Page:2523-2539
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kim Jaehong,LaFave James M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference73 articles.

1. Seismic resistance of reinforced concrete beam–column joints;Hanson;J Struct Div, ASCE,1967

2. Reinforced concrete beam–column joints under seismic actions;Paulay;ACI J,1978

3. Development of design criteria for RC interior beam–column joints;Kitayama,1991

4. Parametric investigation of joint mechanics;Bonacci;ACI Struct J,1993

5. Goto Y, Joh O. An experimental study of shear failure mechanism of RC interior beam–column joints. In: Proc., 11th world conference on earthquake engineering. 1996. p. 1194

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