Behavior of Circular Flexible Foundations under Dynamic Loading
博士 === 國立臺灣科技大學 === 營建工程系 === 97 === In foundation vibration problems, the assumption of foundations being rigid is not always valid. Hence, this dissertation develops a new modal flexibility method and an efficient ring method to efficiently calculate modal impedance functions and evaluate dynamic...
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| Format: | Others |
| Language: | en_US |
| Published: |
2009
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| Online Access: | http://ndltd.ncl.edu.tw/handle/64181946808424914285 |