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,...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2010
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Online Access: | http://ndltd.ncl.edu.tw/handle/34826620430362997569 |