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碩士 === 國立中央大學 === 土木工程學系 === 103 === A simplified methodology for predicting the median of collapse capacity of steel bridges subjected to seismic excitations is proposed. The method is based on nonlinear static (pushover) analysis. After examining a wide range of structural parameters of the generi...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2015
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| Online Access: | http://ndltd.ncl.edu.tw/handle/48047966089113167885 |