Nonlinear finite element modeling for steel beam-column connection attached with top and seat angle

Two types of connection are generally considered in the design of steel structures in practice. These are classified as completely rigid (fixed) and simple (pin) connections. In theory, completely rigid connections cannot undergo rotation and simple connections cannot transfer moment. Nevertheless,...

书目详细资料
主要作者:	Hosseini, Seyed Hamed
格式:	Thesis
语言:	英语
出版:	2013
主题:	Unspecified
在线阅读:	http://eprints.utm.my/33236/1/SeyedHamedHosseiniMFKA2013.pdf

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