Least Input Energy Method for a Stiffness Controllable Isolation System
碩士 === 國立高雄第一科技大學 === 營建工程所 === 97 === Because of the design parameter of conventional passive isolation system is constant. It may not effectively mitigate the dynamic response of a seismic structure in a earthquake which is not design for the passive isolation. Although Active isolation system ca...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2009
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| Online Access: | http://ndltd.ncl.edu.tw/handle/58876423214275752417 |