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SEISMIC RESPONSE EVALUTION CONSIDERING SEISMICALLY ISOLATED BRIDGES USING BI-LINEAR DOUBLE TARGET MODEL
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- MAZDA Taiji
- 熊本大学 自然科学研究科
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- OHTORI Yasuki
- 電力中央研究所 我孫子地区
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- UNO Yoshifumi
- HDR研究会
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- KANEKO Kazuhiro
- HDR研究会
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- TOKUMARU Kou
- 熊本大学大学院 自然科学研究科
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- NAITO Nobuyuki
- 熊本大学大学院 自然科学研究科
Bibliographic Information
- Other Title
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- バイリニア型Double Targetモデルを用いた免震橋の地震応答評価
Description
Experienced shear strain dependency of high damping rubber bearing which is induced by Mullins effect of rubber is one of the influential dependency to dynamic response of the bridge. So the effect of experienced shear strain dependency on seismic responce of isolation structure should be evaluated. From past studies, loading history must be taken into account to evaluate characteristics of high damping rubber. In this research, bi-linear double target model are investigated considering the experienced shear strain dependency. From seismic responce analysis, the effect of experienced shear strain dependency on seismic response was made clear. And proposed model was compared with normal bi-linear model.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
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Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 72 (4), I_993-I_1004, 2016
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680325941376
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- NII Article ID
- 130005152759
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- ISSN
- 21854653
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed