Parametric Study of Steady-State Deflection of Pavement Slabs under Moving Loads
碩士 === 國立成功大學 === 土木工程學系碩博士班 === 96 === To investigate the dynamic response to moving vehicles, a rigid infinite plate on Kelvin foundation subjected to moving load is used to model the pavement. A special case as Winkler foundation when damping ratio equals to zero is considered in this study ,too....
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2008
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| Online Access: | http://ndltd.ncl.edu.tw/handle/68250369041079896266 |