橋梁結構耐震、隔震及減震技術之應用研究; Study of the Application of Seismic Isolating and Energy Dissipating Techniques for Aseismic Bridge Structures

NCUIR > Research Center > Research Center for Hazard Mitigation and Prevention > Research Project > Item 987654321/40102

Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/40102

Title:	橋梁結構耐震、隔震及減震技術之應用研究;Study of the Application of Seismic Isolating and Energy Dissipating Techniques for Aseismic Bridge Structures
Authors:	唐治平;李維森
Contributors:	災害防治研究中心
Keywords:	橋梁;隔震設計;橡膠支承;高阻尼橡膠支承;耐震規範;bridge;seismic isolation design;rubber bearing;high damping rubber bearing;aseismic design codes;土木水利工程類;防災工程
Date:	2001-11-01
Issue Date:	2010-11-03 11:47:30 (UTC+8)
Publisher:	行政院公共工程委員會
Abstract:	本文比較美、日、歐洲各國與我國之橋梁耐震設計規範中關於隔震與減震之規定，並以實際簡支橋梁為對象，採用成熟且可靠之隔震與消能裝置，包括橡膠支承、線性液體阻尼器、加勁阻尼器、高阻尼橡膠支承，進行耐震分析設計，以暸解實際應用時所需考慮之問題，並提出應用隔減震技術之建議，供工程界參考應用。 This study compares the specifications of seismic isolation design between United State, Japan, European and Taiwan. And the main goal of this project is to design a simplily-supported bridge by the different configurations of isolator and energy dissipating devices, including rubber bearing, linear fluid damper, added damping and stiffness device and high-damping rubber bearing. A design procedure and suggestions for upgrading the design quality are also proposed. 研究期間：9007 ~ 9011
Relation:	財團法人國家實驗研究院科技政策研究與資訊中心
Appears in Collections:	[災害防治研究中心] 研究計畫

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