Gust response of a prestressed concrete cable-stayed bridge under cantilever construction

被引：0
|
作者：
Niihara, Y [1 ]
Nakano, R [1 ]
Hayashida, K [1 ]
机构：
[1] Kajima Tech Res Inst, Tokyo, Japan
来源：
STRUCTURAL SAFETY AND RELIABILITY, VOLS. 1-3 | 1998年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A concrete cable-stayed bridge constructed by the cantilever construction method is structurally unstable and the gust response of the deck is unavoidable. In this study, gust response analyses of a long spanned concrete cable-stayed bridge during cantilever erection was performed in both a frequency and a time domain analysis using the results of a full scale measurement and the structural safety of the bridge was discussed.
引用
收藏
页码：1461 / 1464
页数：4
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