Analysis of stay-cable vibrations at the Franjo Tudman Bridge in Dubrovnik

被引：0

作者：

Hrelja, Gordana ^{[1
]}

Radic, Jure ^{[1
]}

Savor, Zlatko ^{[1
]}

机构：

[1] Univ Zagreb, Sveuciliste Zagrebu, Gradevinski Fak, Zagreb, Croatia

来源：

GRADEVINAR | 2009年 / 61卷 / 09期

关键词：

Franjo Tudman Bridge; cable stayed bridge; stay cables; vibrations; testing; wind tunnel;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Stay cable vibrations occurring on existing cable stayed bridges are most often due to simultaneous rain and wind action. Although stay cable vibrations can be estimated by comparison to cable stayed-bridges under similar conditions and by analytical procedures, most accurate estimates con be obtained by wind tunnel testing. Stay cubic vibrations can be prevented by aerodynamic, structural and mechanical measures. The theoretical base and the analysis of stay cable vibrations on the Franjo Tudman Bridge in Dubrovnik are presented in the paper.

引用

页码：815 / 825

页数：11

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