Fatigue behavior of steel box girder with orthotropic steel deck
碩士 === 國立高雄第一科技大學 === 營建工程所 === 97 === For a slender type bridge system, such as cable-stayed bridges constructed by the orthotropic steel deck system, lateral bracing systems are needed to provide the torsional rigidity. However, the distortion-induced fatigue may become significant with such later...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2009
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| Online Access: | http://ndltd.ncl.edu.tw/handle/89756469248689542987 |