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Analytical Model for RC Panels Under Cyclic Load

by Junichi Izumo, Kanto Gakuin Univ, Japan,
Hyunmock Shin, Kanto Gakuin Univ, Japan,
Kouichi Maekawa, Kanto Gakuin Univ, Japan,
Hajime Okamura, Kanto Gakuin Univ, Japan,



Document Type: Proceeding Paper

Part of: Structural Design, Analysis and Testing

Abstract:

There are several existing constitutive laws for cracked concrete and steel in RC developed in Okamura laboratory. These models have been developed and verified through reversed uniaxial testing of the RC elements. This study has established the constitutive laws for the RC panel element, combining the existing constitutive laws. The established cosntitutive has been verified through the test results of the RC panels conducted by W. Aoyagi et al., H. Yoshikawa et al. and N.J. Stevens et al. Through verification, the proposed constitutive model has been confirmed to be applicable to the RC panel element subjected to reversed cyclic loading.

Subject Headings: Reinforced concrete | Panels (structural) | Constitutive relations | Shear stress | Structural models | Mathematical models | Cyclic loads

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