ANALYSIS OF EXPERIMENTAL-DATA FROM WIND-INDUCED RESPONSE OF A LONG-SPAN BRIDGE

被引：8

作者：

BROWNJOHN, JMW

ZASSO, A

STEPHEN, GA

SEVERN, RT

机构：

[1] UNIV BRISTOL,DEPT CIVIL ENGN,BRISTOL BS8 1TR,AVON,ENGLAND

[2] POLITECN MILAN,DIPARTIMENTO MECCAN,I-20133 MILAN,ITALY

来源：

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 1995年 / 54卷

关键词：

D O I：

10.1016/0167-6105(94)00025-9

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The movement of the deck of a long span suspension bridge is the result of several different effects. Isolating the individual load-response relationships requires careful measurement of a range of loading and response parameters over a very long period and subsequent comprehensive analysis. This paper examines some of the problems and solutions in this procedure and presents a few results.

引用

页码：13 / 24

页数：12

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ASYST MODULES 1 4

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