A Study on Fire Response of Steel Beam-Column Moment Connection
碩士 === 國立成功大學 === 土木工程學系碩博士班 === 94 === The stiffness-temperature relation of semi-rigid beam-column moment connections in high temperature environment is studied. Degradation of steel properties with increasing temperature and the standard temperature-time relation in fire exposure were assumed in...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/31262855979379201883 |