Experimental Study of A LRB Isolated Building Subjected to Tri-Axial Ground Motions
碩士 === 國立臺灣科技大學 === 營建工程系 === 87 === Uni-lateral, bi-lateral and tri-axial shaking table tests are conducted to study the seismic response of a three story base-isolated steel structure. The lateral force distribution formulas specified in the design specifications are evaluated experimentally. A me...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1999
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| Online Access: | http://ndltd.ncl.edu.tw/handle/85121131302707324777 |