Investigation on deck-stay interaction of cable-stayed bridges with attached dampers
碩士 === 中原大學 === 土木工程研究所 === 102 === Finite element models of stay cables with attached viscous dampers of cable-stayed bridges are developed in this study. Based on these models, the complex modal analysis is adopted to calculate the natural frequency, damped frequency, damping ratio, mode shape and...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2014
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Online Access: | http://ndltd.ncl.edu.tw/handle/dcatjm |