Optimal Restrengthen Steel Frames Using TADAS Device - A Preliminary Study
碩士 === 國立中央大學 === 土木工程學系 === 85 === Structures may be failure or damaged from reciprocating loading of strongearthquakes because of its demands for strength and energy dissipation capacities are inadequate. Lessons learned from 1994 Noth...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
1997
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| Online Access: | http://ndltd.ncl.edu.tw/handle/93115730648610467050 |