Finite Element Analysis of Modified Ductile Steel Beam-to-Column Connections
碩士 === 逢甲大學 === 土木工程學系 === 103 === Steel structures subjected to seismic forces may develop plastic hinges in the beam-to-column connections. The plastic deformation capacity from the plastic hinge helps the structures absorb the seismic energy and provides toughness and shock resistance for the str...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2015
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| Online Access: | http://ndltd.ncl.edu.tw/handle/31464220108001127996 |