Earthquake Response Analysis of Continuous Curved Bridge

碩士 === 國立交通大學 === 土木工程系 === 87 === In this thesis, the space curved beam element is derived based on the method of flexibility matrix and the finite element method that are compared by characteristic analysis. Moreover, traditional bridge structural dynamic analysis processes with identic...

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Bibliographic Details
Main Authors: Kung-Lin Yang, 楊昆霖
Other Authors: Yen-Po Wang
Format: Others
Language:zh-TW
Published: 1999
Online Access:http://ndltd.ncl.edu.tw/handle/17816717510578787170