A Study of High-rise Building Responses to Near-Fault Ground Motions
碩士 === 國立臺灣科技大學 === 營建工程系 === 107 === Near-fault ground motions usually has large and long-duration velocity pulses and displacement pulses. These properties may cause severe damage to long-period structures. In 1995, Hall et al. discovered that flexural structures are very vulnerable to near-fault...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2019
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| Online Access: | http://ndltd.ncl.edu.tw/handle/3kt23h |