Analysis of Steel Frames by Second-Order Plastic-Zone Method
碩士 === 逢甲大學 === 土木及水利工程研究所 === 87 === It is known that, without exceeding the maximum allowable ductility ratio, the current earthquake codes allow steel structures to experience plastic deformation when they are subjected to strong earthquakes. This paper proposes a method of inelastic analysis for...
| 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/16848569459756857605 |