ELASTOPLASTIC BEHAVIOR OF STEEL FRAME WORKS

被引：32

作者：

BOERAEVE, P

LOGNARD, B

JANSS, J

GERARDY, JC

SCHLEICH, JB

机构：

[1] CRIF,B-4000 LIEGE,BELGIUM

[2] ARBED RES,DEPT RPS,ESCH SUR ALZETTE,LUXEMBOURG

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1993年 / 27卷 / 1-3期

关键词：

Steel structures;

D O I：

10.1016/0143-974X(93)90003-B

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents the main results of research on the elasto-plastic behaviour of steel frame works. The requirements of Eurocode 3 for a plastic design are very conservative. Experimental tests and numerical simulations on beams and portal frames have shown that the parameter 'rotation capacity' quantifies by itself the possibility to develop a plastic hinge and can replace the plastic design requirements of Eurocode 3.

引用

页码：3 / 21

页数：19