Axisymmetric Plate on Elastic Foundation Subjected to Arbitrary Loading
碩士 === 國立交通大學 === 土木工程學系 === 99 === Presented is the displacement field of axial symmetric plate on elastic foundation subjected to arbitrary loading. In the derivation, the arbitrary loading can be expressed as Fourier series in θ-direction and piecewise linear distribution in r-direction of cylind...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2010
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Online Access: | http://ndltd.ncl.edu.tw/handle/98482003945662263125 |