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The main objective of this study is to define hysteretic model for deterministic nonlinear time-history analyses of Japanese conventional wood houses under various earthquake ground motion. In part 1 report, three models which are combination of elasto-plastic and slip model, Takeda model for reinforce concrete beam member and Magara model are compared to confirm the applicability. In this study, the modified model based on Evolutionary Parameter Hysteretic Model is proposed. The modifications are: A) Reloading and unloading path is revised to fit with the result of cyclic loading tests, B) Consideration of degradation of backbone curve due to the cyclic loading, C) Consideration of degradation of plus or minus displacement. The comparison of the model and tests, which are stable displacement cyclic test, pseudo dynamic test and so on proofs the applicability of proposed model.

HYSTERESIS MODEL OF WOOD SHEAR WALL CONSIDERING OF LARGE DISPLACEMENT AND DETERIORATION OF CYCLIC LOAD