博碩士論文 92322026 完整後設資料紀錄

DC 欄位 語言
DC.contributor土木工程學系zh_TW
DC.creator李明山zh_TW
DC.creatorMing-Shan Leeen_US
dc.date.accessioned2006-1-11T07:39:07Z
dc.date.available2006-1-11T07:39:07Z
dc.date.issued2006
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=92322026
dc.contributor.department土木工程學系zh_TW
DC.description國立中央大學zh_TW
DC.descriptionNational Central Universityen_US
dc.description.abstract本論文使用顯式有限元分析軟體模擬橋梁支承系統之非線性大變形行為,並將模擬結果與真實橡膠支承墊基本性能試驗加以比較,以求得可適用於日後不同規格之合成橡膠支承墊功能之分析模擬。由LS-DYNA軟體模擬所得之結果可知,超彈性材料所得之模擬結果較優於其他材料模型所得之模擬結果。由模擬合成橡膠支承墊基本力學行為之過程,得到未來模擬橡膠支承墊時可供參考之材料性質參數範圍和模擬分析時可利用之技巧及關鍵問題。模擬所得到之橡膠支承墊基本力學性能結果,主要是用於提供未來含支承系統橋梁結構受地震力作用下之大尺度分析時,支承系統的非線性歷時反應。zh_TW
dc.description.abstractIn this thesis, explicit finite element code is used to simulate the nonlinear behavior of the bridge bearing system. The nonlinear behavior of rubber bearing was investigated in detail. Three types of material models in the LS- DYNA coder were evaluated by comparing with the experimental results of the compression and shearing tests of rubber bearing. It turns out that the Hyperviscoelastic Rubber model can simulate the performance better than the Kinematic Hardening Plastic Material model and the Mooney-Rivlin Rubber model. The material parameters obtained from those validation simulations will be used to conduct the numerical analysis for other types of design of rubber bearing device. The performance curves of the rubber bearing device in the local level can be linked with the global structural analysis of bridge structure under seismic loading.en_US
DC.subject橋梁zh_TW
DC.subject非線性zh_TW
DC.subject顯式有限元zh_TW
DC.subject大變形zh_TW
DC.subject橡膠支承墊zh_TW
DC.subjectnonlinearen_US
DC.subjectbridgeen_US
DC.subjectexplicit finite elementen_US
DC.subjectlarge deformationen_US
DC.subjectrubber bearingen_US
DC.title橋梁橡膠支承墊非線性行為之數值模擬zh_TW
dc.language.isozh-TWzh-TW
DC.titleNumerical Analysis of the Nonlinear Behavior of the Bridge Rubber Bearing Deviceen_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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