Semi-rigid connections in composite frames

被引：0
|
作者：
Lukas, Ingo [1 ]
Wittek, Udo [1 ]
机构：
[1] Lehrstuhl für Baustatik, Universität Kaiserslautern, Erwin-Schrödinger-Straß, 67663 Kaiserslautern, Switzerland
来源：
Stahlbau | 2000年 / 69卷 / 03期
关键词：
Composite structures - Dynamic response - Finite element method - Structural analysis - Structural frames;
D O I：
10.1002/stab.200000580
中图分类号：
学科分类号：
摘要：
A method for the design of semi-rigid connections in composite frames and the application rules, which has to be taken in account are proposed. The method is based on the development of a complex Finite Element concept. Considering all relevant nonlinear features of composite frames, the response of the structure might be checked in a realistic manner and there is a possibility to take advantage of this method of construction.
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页码：161 / 169
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