Equivalent Viscous Damping for Self-Centering Precast Segmental Concrete Bridge Columns
碩士 === 國立臺灣科技大學 === 營建工程系 === 103 === The secant stiffness method is applied to the equivalent linearization of nonlinear system. Two types of hysteretic models and a set of 72 ground motions were considered. A new type of flag-shape hysteretic model was introduced which would be compared with the b...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | en_US |
| Published: |
2015
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| Online Access: | http://ndltd.ncl.edu.tw/handle/71538767754750172894 |