DEVELOPMENT OF HYSTERETIC MODEL FOR HIGH-DAMPING RUBBER BEARINGS UNDER BI-DIRECTIONAL AND LARGE STRAIN DOMAIN LOADING

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  • 高減衰ゴム支承の水平2方向・大ひずみ変形時の挙動を表現した2方向復元力モデルの開発

Abstract

 In this study, the hysteretic behavior of High Damping Rubber (HDR) bearings under bi-directional loading condition is discussed and a new numerical model is proposed for accurate seismic response simulation of isolated bridges. The difference of hysteretic behavior of HDR under horizontal uni- and bi-directional loading was analyzed based on results of loading tests. Representative simple numerical models, such as the orthogonal combination of bi-linear hysteretic models, Multiple Shearing Spring (MSS) model and the Park-Wen model were found having significant different in simulating the tests results. As a consequence of discussion on the source of the difference of numerical and test results, a modified version of Park-Wen model is developed and proposed. The modified Park-Wen model allows effective representation of effect of the bi-directional shear strain components to the increase of hysteretic energy dissipation at high strain levels, with a minimal number of model parameters. Validity of the modified Park-Wen model is shown by comparison with bi-directional static loading test results, as well as pseudo-dynamic tests of high-damping rubber bearings.

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