The Influence of Moment Demand-and-Capacity Ratios of Shear Tabs on the Seismic Performance of Steel Beam-to-column Connections
碩士 === 國立成功大學 === 土木工程學系 === 104 === This study investigates the effects of moment demand-and-capacity ratios of shear tabs on the seismic performance of conventional steel beam-to-column connections. The analyzed 15 connections have box columns and the connection-to-beam moment strength ratio (eMu...
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2016
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| Online Access: | http://ndltd.ncl.edu.tw/handle/02729553245458186785 |