DYNAMIC-RESPONSE OF SINGLE SPAN HIGHWAY BRIDGES

被引：31

作者：

HUTTON, SG

CHEUNG, YK

机构：

[1] Department of Mechanical Engineering, University of British Columbia

[2] Department of Civil Engineering, University of Hong Kong

来源：

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 1979年 / 7卷 / 06期

关键词：

D O I：

10.1002/eqe.4290070604

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The dynamic response of single span simply supported bridge decks subjected to the passage of vehicles is examined. A modal analysis approach is adopted that is based upon a finite strip idealization of the deck. The vehicle is modelled as a rigid body supported at two points by a suspension idealization that accounts for the effect of tyre stiffness and the frictional nature of real suspension systems. Results are presented for an orthotropic slab deck and a box girder deck that illustrate the effects of (i) the initial precompression of the suspension system as the vehicle enters the span, (ii) the ratio of the vehicle's natural frequency to that of the bridge deck and (iii) a bridge deck surface profile that is not perfectly horizontal. Copyright © 1979 John Wiley & Sons, Ltd

引用

页码：543 / 553

页数：11

共 10 条

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