Numerical Simulations for the Beam-to-Column Shear Connections at Elevated Temperatures

碩士 === 國立成功大學 === 土木工程學系碩博士班 === 98 === This thesis utilized three-dimensional nonlinear finite-element program to perform numerical simulations of steel beam-to-column shear connection frames at elevated temperatures. The influences of five kinds of parameters, including beam loading, beam length,...

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Bibliographic Details
Main Authors: Yi-CiSyue, 薛逸齊
Other Authors: Hsin-Yang Chung
Format: Others
Language:zh-TW
Published: 2010
Online Access:http://ndltd.ncl.edu.tw/handle/34826620430362997569