AIJ Journal of Technology and Design
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
Structures
EFFECT OF FLEXURAL FAILURE-TYPE HYSTERESIS MODEL CONSIDERING SLIP BEHAVIOR ON THE SEISMIC RESPONSE OF RC STRUCTURES
Kazumasa WAGAAkihiko OBATAHideto KANNOTetsuya NISHIDA
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2016 Volume 22 Issue 51 Pages 531-536

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Abstract

In this paper, to improve seismic response estimation for medium and low-rise RC buildings during aftershock, a hysteresis model which was modified from TAKEDA model was proposed. The modified model was added slip behaviors in loading and unloading processes to TAKEDA model. Time history response analysis using the modified model and TAKEDA model were done to examine the accuracy of the estimated seismic response by comparing with test results. As a result, the hysteresis and period characteristics and the residual displacement calculated by time history response analysis using the modified model were confirmed to give good agreement with experimental data.

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© 2016 Architectural Institute of Japan
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