A Study of Building Responses to Near-Fault Ground Motions (I)
碩士 === 國立臺灣科技大學 === 營建工程系 === 106 === Velocity pulses and significant incremental velocities contained in near fault ground motions have been recognized as the primary reason for the severe damage to structure. John Hall et al. (1995) has also attributed the damage of a flexible building structure t...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2018
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| Online Access: | http://ndltd.ncl.edu.tw/handle/3xn939 |