Experimental Investigation for Buckling Strength of CFT Columns with High Strength Concrete
碩士 === 國立中興大學 === 土木工程學系 === 92 === The AISC analysis of composite columns is done in the same way as for ordinary structural steel compression members, using the same equations from AISC Chapter E, but with values of Fy, E, and r that have been modified through the use of numerical coeff...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2004
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| Online Access: | http://ndltd.ncl.edu.tw/handle/37424658832233928033 |