Full-scale tests of steel frames with semi-rigid connections

被引：13
|
作者：
Iványi, M [1 ]
机构：
[1] Tech Univ Budapest, Dept Steel Struct, H-1521 Budapest, Hungary
来源：
ENGINEERING STRUCTURES | 2000年 / 22卷 / 02期
基金：
匈牙利科学研究基金会;
关键词：
full-scale frame test; variable loading; semi-rigid connection;
D O I：
10.1016/S0141-0296(98)00106-0
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
An experimental investigation on full-scale frames aimed at determining the effect of flexibily in the beam-column connections and column bases is described. The paper presents an overview of the experimental set-up and briefly explains how the complexities arising from the three-dimensional nature of the tests were addressed. The results and the methods of a comparative study based on second order plastic analysis and non-linear shakedown analysis are given and discussed. (C) 1999 Published by Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：168 / 179
页数：12
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