Multiple K-factors of a leaning column

被引：2

作者：

CheongSiatMoy, F

机构：

[1] Department of Civil Engineering, California State University, Sacramento

来源：

ENGINEERING STRUCTURES | 1997年 / 19卷 / 01期

关键词：

buckling; K-factor; leaning column; stiffness concept; structural analysis;

D O I：

10.1016/S0141-0296(96)00046-6

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A new conceptual meaning is given to the structural analysis column effective length factor, K. It is a measure of the lateral stiffness available to a column to resist its P-Delta and P-delta effects at the instant of buckling. Using this definition, it is explained why a pin-ended column can have different K-factors. Several examples are given to illustrate this new concept. Both elastic and inelastic leaning columns are studied. A structural analysis rarely ever gives K = 1.0 for a leaning column in a practical frame. Copyright (C) 1996 Elsevier Science Ltd.

引用

页码：50 / 54

页数：5

共 50 条

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