多功能自適性隔減震構造系統研發與效能驗證-運用變頻式摩擦單擺支承與顆粒阻尼器於橋梁隔減震設計及其實驗驗證(子計畫六)(I);Design and Experimental Verification of Seismic Isolation and Mitigation for Bridges Using Variable-Frequency Friction Pendulum Systems and Particle Dampers(I)-(III)

NCUIR > Engineering College > Department of Civil Engineering > Research Project > Item 987654321/93937

Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/93937

Title:	多功能自適性隔減震構造系統研發與效能驗證-運用變頻式摩擦單擺支承與顆粒阻尼器於橋梁隔減震設計及其實驗驗證(子計畫六)(I);Design and Experimental Verification of Seismic Isolation and Mitigation for Bridges Using Variable-Frequency Friction Pendulum Systems and Particle Dampers(I)-(III)
Authors:	李姿瑩;鍾雲吉
Contributors:	國立中央大學土木工程學系
Keywords:	橋梁;勁度可變式滑動隔震支承;顆粒阻尼;近斷層震波;振動台試驗;非線性動力分析;耐震評估;機率式評估法;多重性能等級;bridge;variable-frequency friction pendulum system;particle damper;near-fault ground motion;shaking table test;nonlinear dynamic analysis;seismic performance assessment;probabilistic assessment;multiple performance levels
Date:	2024-09-27
Issue Date:	2024-09-30 14:19:10 (UTC+8)
Publisher:	國家科學及技術委員會(本會)
Abstract:	本計畫所提之顆粒阻尼器與變頻式摩擦單擺支承之隔減震系統，經完整之數值模擬與實驗確認其應用於橋梁結構系統之優異隔減震效能，同時提供完整之分析與設計方法，以及多重耐震性能等級之機率式耐震性能評估方法，將可推廣本隔減震系統至橋梁實務界，作為新建橋梁、既有橋耐震能力提升以及災後橋梁復建時之另一項新選擇。
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:	[Department of Civil Engineering] Research Project

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