鋼筋混凝土結構物加裝消能器補強之位移設計法

陳愷澤

doi:10.6342/NTU.2004.01123

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鋼筋混凝土結構物加裝消能器補強之位移設計法

Displacement-Based Deign of Supplemental Damper for a RC Structure

陳愷澤 , Masters　　Advisor：張國鎮　　

繁體中文 DOI： 10.6342/NTU.2004.01123

位移設計法；非韌性構架；減震消能裝置； Damper ； Nonductile frame ； Displacement-based design

Abstract │ Reference (27) │ Times Cited (3) │ Altmetrics

Abstract 〈TOP〉

Parallel Abstract 〈TOP〉

Seismic resistive design is a developing technology. The prevailing design for this technology is the use of performance base methodology. A specific design in performance base methodology is displacement-based design. This specific design acknowledges displacement as the main parameter during its experimentation. Engineers base the performance of their structures on the maximum displacement required. This thesis is based on the concept of substitute structure to strengthen a reinforced concrete structure by supplemental damper, and propose a suitable procedure for displacement-base design by equivalent stiffness and damping. The proposed procedure will be compared to the nonlinear time history analysis computer program and the famous methods, ATC-40 and FEMA273. 
In order to understand the accuracy of the proposed procedure, this thesis uses this procedure to strengthen a nonductile frame with lap-splice by supplemental BRB damper and CS strengthen method. The experimentation will consist of structure analysis, pseudo dynamic test, and quasi-static test.

Reference ( 27 ) 〈TOP〉

1.ATC40, “Seismic Evaluation and Retrofit of Concrete Buildings”, Volume 1, Applied Technology Council, Redwood City, California,1996
連結：
3.FEMA273, “NEHRP Guidelines for the Seismic Rehabilitation of Buildings”, Federal Emergency Agency, Washington, D. C.,1997
連結：
4.Kim, J. and Choi, H., “Displacement-Based Design of Supplemental Dampers for seismic Retrofit of a Framed Structure”, Dept. of Architectural Eng., Sungkyunkwan University, 2002
連結：
13.王孔君、蔡克銓、張順益，「即時擬動態試驗研究」，國立台灣大學土木工程研究所碩士論文，1997
連結：
14.李宏仁、黃世建，「鋼筋混凝土耐震梁柱接頭剪力強度之研究」，國立台灣科技大學營建工程系博士論文，2000
連結：

Times Cited (3) 〈TOP〉

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