Evaluation and comparison for bolted connections using elastic and ultimate approaches
碩士 === 國立中興大學 === 土木工程學系 === 93 === The bolted connection design provided in AISC Specifications, including ASD and LRFD, was found that the allowable loads by elastic analysis are generally smaller than those by ultimate analysis and this is reasonable as expected; In ASD and LRFD, an accurate and...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2005
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Online Access: | http://ndltd.ncl.edu.tw/handle/96709277759882847864 |