Application of state matrix to buckling theory of curved-beam with variable curvature

碩士 === 國立臺灣海洋大學 === 河海工程學系 === 100 === When formulating the buckling equations of curved-beams with variable curvature is laborious derivations of conventional nonlinear strains. This paper proposes a new method of a simplified formulating the buckling equations of curved-beams with variable curvatu...

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Bibliographic Details
Main Authors: Wei-Chao Wang, 王瑋詔
Other Authors: Shyh-Rong Kuo
Format: Others
Language:zh-TW
Published: 2012
Online Access:http://ndltd.ncl.edu.tw/handle/39180944247319907793