Study of wind-induced response of long-span structure

Abstract In this study, a wind tunnel test was conducted for an actually designed long-span structure whose roof consisted of two different shapes. Based on the data obtained from this experiment, we simulated a multi-point fluctuating wind pressure time series by the Monte Carlo method. Then, a modal time series response analysis was carried out using the wind pressure time series, in order to investigate the effect of higher mode vibrations on estimation of member displacement and stress.