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  4. Dynamic Responses of Secondary Systems in Base-Isolated Buildings by Response Spectrum Analysis
 
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Dynamic Responses of Secondary Systems in Base-Isolated Buildings by Response Spectrum Analysis

Date Issued
2006
Date
2006
Author(s)
Chen, Hsin-Tung
DOI
zh-TW
URI
http://ntur.lib.ntu.edu.tw//handle/246246/50183
Abstract
This paper utilizes complex modal analysis technique to deal with a non-proportional damping composite system, which consists of a primary and a secondary systems. The outcome is presented by a response spectrum which is more convenient in the application of design. The interaction, tuning and non-classical damping between sub-systems must be taken into account in the structural analysis of a composite system. In addition, when the structures contain eccentricity, the torsional effect has to be evaluated in the analytical model. The present study obtains the modal characteristics of the composite system by simple modified method and general modified method. These methods offer a less numerical labor than the ordinary one. In regard to a base-isolated composite system, the study focuses on each individual sub-system and modifies the modal shapes by two phases. First, a system involving only the primary structure and its base isolation is analyzed. Then, it goes to the modification of the whole system which includes the secondary system. By using so, the analytical complexity is reduced substantially.
Subjects
合成系統
隔震結構
次結構
互制
協調
非比例阻尼
偏心
composite system
base-isolated structure
secondary structure
interaction
tuning,non-classical damping,eccentricity
Type
thesis

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