Scaled Analysis of Steel-Concrete Composite Beam-Column Connections

被引:0
作者
Dorka, Uwe E. [1 ]
机构
[1] Univ Kassel, Dept Civil & Environm Engn, Kassel, Germany
来源
STEEL CONCRETE COMPOSITE AND HYBRID STRUCTURES | 2009年
关键词
steel-concrete composite frames; composite beam-column connections; macro elements; mechanically consistent scaling; local numerical models;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Today, mature beam-column connections exist for composite structures and their structural behaviour has been studied in many tests. Yet, it is still problematic to perform a detailed analysis even with the help of finite elements, let alone to include their results in the analysis of a complete frame. This keynote lecture first reviews current modelling approaches for typical composite beam-column connections under static and cyclic (e.g. earthquake) loading and their problems and limitations. It then presents a scaling concept that combines sophisticated local models with a broader frame analysis using a macro-element approach. The local models may be provided by and maintained at different institutions that broadcast their results on demand to a user performing a frame analysis. Thus, up-to-date state-of-the-art knowledge on local behaviour can be included in a design environment without prohibitive modelling effort. D
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页码:74 / 82
页数:9
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