Seismic Performance of Steel Wide Flange Column-to-Beam Connections Using Internal Flange Stiffeners

碩士 === 國立交通大學 === 土木工程學系 === 100 === The research presents test and finite element analysis results of steel wide flange column-to-beam connections using internal flange stiffeners (IFS). Four full-scale moment connections were tested. All specimens had bolted web connection and welded beam-to-colum...

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Bibliographic Details
Main Authors: Lo, Sheng-Wei, 羅盛威
Other Authors: Liou, Gin-Show
Format: Others
Language:zh-TW
Published: 2012
Online Access:http://ndltd.ncl.edu.tw/handle/36623254832863627569