ACCURACY OF MODE SUPERPOSITION ANALYSIS IN STRUCTURAL DYNAMICS

被引：97

作者：

HANSTEEN, OE

BELL, K

机构：

[1] Norwegian Geotechnical Institute (NGI), Oslo

[2] Foundation of Scientific and Industrial Research, Norwegian Institute of Technology Sintef, Trondheim

来源：

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 1979年 / 7卷 / 05期

关键词：

D O I：

10.1002/eqe.4290070502

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

It is pointed out that the number of modes which should be included in a mode superposition dynamic response analysis depends on both the frequency content and the distribution of the loading. If the loading frequency is low the effect of the higher modes can be approximated by a static analysis. A technique is described for calculating this static contribution from the higher modes; the total response is then represented by the sum of the lower mode dynamic response and the higher mode static effects. The effectiveness of the procedure is demonstrated by a numerical example. Copyright © 1979 John Wiley & Sons, Ltd

引用

页码：405 / 411

页数：7