Post-Buckling Behavior of Structural Steel Members Subjected to Three-Dimensional Loading
碩士 === 國立中央大學 === 土木工程學系 === 84 === ABSTRACTThe success of a structural steel member to sustain severe earthquake without collapsing depends on member''s capability to undergo large inelastic deformation. It has been shown that a compact wide-f...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1996
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| Online Access: | http://ndltd.ncl.edu.tw/handle/94537124956320239295 |