INELASTIC BEHAVIOR OF STEEL BOX COLUMNS WITH INTERNAL BRACES
碩士 === 國立中央大學 === 土木工程學系 === 85 === Hollow steel box section has been widely used in bridge pier construction due to its high material strength and significant capability in resisting flexural and torsional load. However, the thin-walled elements of the...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1997
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| Online Access: | http://ndltd.ncl.edu.tw/handle/21472347704329174893 |