标题:Advanced analysis of steel frame structures comprising non-compact sections
作者:Wang, Lian Kun
通讯作者:Wang, LK
作者机构:[Wang, Lian Kun ] School of Civil Engineering and Architecture, Wuyi University, Jiangmen 529020, China
会议名称:2011 International Conference on Civil Engineering and Transportation, ICCET 2011
会议日期:October 14, 2010 - October 16, 2010
来源:Applied Mechanics and Materials
出版年:2011
卷:94-96
页码:205-209
DOI:10.4028/www.scientific.net/AMM.94-96.205
摘要:The conventional advanced analyses assume the sections to be compact, and do not account for the degradation of the flexural strength caused by local buckling. Since the sections of real structures are not always compact, the analysis should be improved to consider local buckling. Based on the finite element model, using flexural tangent and axial tangent modulus to consider the effect of local buckling, a concentrated plasticity method suitable for practical advanced analysis of planer steel frame structures comprising non-compact sections is presented in the paper. The accuracy and precision of the method is established by comparison with steel frame tests. © (2011) Trans Tech Publications, Switzerland.
收录类别:EI
资源类型:会议论文
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