Seismic Behavior of Self-centering Connection with a Reinforced Concrete Column and Post-tensioned Steel Beam
碩士 === 國立交通大學 === 土木工程系所 === 94 === The seismic performance of post-tensioned steel connections for moment-resisting frames was ewamined experimentally and analytically. Cyclic tests were conducted on three full-scale subassemblies, which had two steel beams post-tensioned to a reinforced concrete c...
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| Format: | Others |
| Language: | zh-TW |
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2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/68926721940119834611 |