HYSTERESIS MODEL FOR REINFORCED CONCRETE BEAMS AND COLUMNS SUBJECTED TO SHEAR FAILURE AFTER FLEXURAL YIELDING
Author:
Affiliation:
1. Building Engineering Research Institute, Technology Center, Taisei Corporation
2. Dept. of Architecture, Faculty of Eng., Tokyo Univ. of Science
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/69/577/69_KJ00004090285/_pdf
Reference10 articles.
1. 1) TAKEDA T. Reinforced Concrete Response to Simulated Earthquakes. Journal of Structural Division, ASCE. (1970) vol.96, no.ST12, p.2557-2573.
2. 3) American Concrete Institute. Building Code Requirements for Structural Concrete (ACI318M-02) and Commentary (ACI318RM-02). (2002)
3. Failure Mechanism Comparison of Reversed Cyclic Loading Failure with Shear Failure
4. 8) LEE J.-Y. Shear Deterioration of Reinforced Concrete Beams Subjected to Reversed Cyclic Loading. American Concrete Institute Structural Journal. (2003) vol.100, no.4, p.480-489.
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