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...

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Bibliographic Details
Main Authors: Lin, Zong-Huei, 林宗輝
Other Authors: Liou, Gin-Show
Format: Others
Language:zh-TW
Published: 2010
Online Access:http://ndltd.ncl.edu.tw/handle/98482003945662263125

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