Maximum connection rotations in non-sway semi-rigid frames

被引：1

作者：

Ahmed, I ^{[1
]}

Kirby, PA ^{[1
]}

机构：

[1] UNIV SHEFFIELD, DEPT CIVIL & STRUCT ENGN, SHEFFIELD, S YORKSHIRE, ENGLAND

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1996年 / 40卷 / 01期

关键词：

D O I：

10.1016/S0143-974X(96)00039-9

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In research into the behaviour of semi-rigidly connected steel frames, the connection's moment-rotation relationship is a vital parameter In the absence of definitive knowledge about the range of moment-rotation data that is required in frame analysis, undue concentration has been given to levels of connection rotation far beyond those likely to be experienced in non-sway frames. This paper is directed towards the establishment of a reasonable maximum value which should enable researchers to concentrate on the part of the M-O curve that is of most relevance. (C) 1997 Elsevier Science Ltd.

引用

页码：1 / 15

页数：15