The Failure Analyses of Shear Tab Connections at High Temperatures

碩士 === 國立成功大學 === 土木工程學系碩博士班 === 97 === This thesis utilized a three-dimensional nonlinear finite-element program to study the failure modes and strength variations of the commonly used shear tab connections in steel framing at high temperatures. Due to the catenary effect of steel beam members in...

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Bibliographic Details
Main Authors: Chun-rong Chou, 周俊融
Other Authors: Hsin-yang Chung
Format: Others
Language:zh-TW
Published: 2009
Online Access:http://ndltd.ncl.edu.tw/handle/10821597740826974889