Along-wind response of lattice towers .3. Effective load distributions

被引：57

作者：

Holmes, JD

机构：

[1] Monash University, Clayton

来源：

ENGINEERING STRUCTURES | 1996年 / 18卷 / 07期

关键词：

structural dynamics; lattice towers; wind loads;

D O I：

10.1016/0141-0296(95)00166-2

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The analysis of the along-wind dynamic response of free-standing lattice towers in Parts I and II, is continued in this paper. Effective static load distributions for the mean, background fluctuating, and resonant components of the load effects are derived. As in Parts I and II, the results are all given in a 'closed form', An approximation to the background load distribution that is independent of the influence coefficient (load effect) is given. Finally the distributions are evaluated for a representative tower. Copyright (C) 1996 Elsevier Science Ltd.

引用

页码：489 / 494

页数：6