论文信息 - Analysis of experimental data from wind-induced response of a long span bridge

Analysis of experimental data from wind-induced response of a long span bridge

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.

Alberto Zasso | James M. W. Brownjohn | Rt Severn | G. A. Stephen

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