Experimental study of wind pressure fluctuating characteristics and wind load shape factor of long‐span cylinder roof structure

Abstract

Summary This paper comprehensively presents the results of a wind tunnel experiment of the wind pressure fluctuating characteristics of a long‐span roof structure, namely the fluctuating wind pressure coefficient (FWPC), wind pressure power spectrum, and wind pressure coherence. The variation trend of FWPCs in the wind directions of 0°, 45°, and 90° were analyzed in sealed and open conditions, as well as the fluctuating wind pressure coefficients of lateral and longitudinal profiles of roof. Subsequently, the models of wind pressure spectrum in different zones and the spatial coherence of fluctuating wind pressure at different wind angles were discussed. The zone values of wind load shape factors of envelope structure with sealed, open, and pile of coal in open were calculated by area weighted averaging. The results indicate that the sealed condition significantly influences the fluctuating characteristics on the roof surface more than the open condition, suggesting that the maximum varied gradient of FWPCs is achieved in the 45° wind direction. Further, different forms and peak frequencies of the wind pressure spectrum in the roof region developed three zones, revealing that the peak frequency in energy‐preserved, inertia, and energy‐dissipated regions show an increasing trend for the different directions. The spatial correlations of wind pressure between measurement taps decrease with the increase in the frequency and spatial distance. Moreover, the correlation coefficients are lower than 0.2 when the frequency was higher than 35 Hz, and a modified three‐dimensional spatial coherence function of wind pressure is proposed. In contrast to the sealed case, the zone values of wind load shape factors of envelope structure with open and pile of coal in open are alleviated due to the separation flows.

Peak factor estimation method of non‐Gaussian wind pressures on long‐span tri‐centered cylindrical roof structures

“…Due to the limited space, Figure 7 only presents the contours of model parameters on long‐span tri‐centered cylindrical roof under 0° wind direction. Wu et al investigated the wind pressure fluctuating characteristics for this structure, [ 5 ] so it can be found that the distribution characteristics of wind pressure spectra parameters are consistent with the fluctuating wind pressure distribution, indicating that the spectra parameters can reflect the wind pressure fluctuating characteristics of each flow field area. Especially, the peak frequency is related to the reduced vortex shedding frequency.…”

“…[2] However, the separation flow and reattachment lead to the significant non-Gaussian characteristics of the wind pressure in the local zones, such as the windward edge, roof corner, and leeward side, leading to an obvious increase in the peak factor. [3][4][5][6][7]…”

Analysis and design of high-rise structures for wind resistance

“…Under the action of unsteady wind, the response of the building to wind load is also unsteady. This means that the amplitude of the vibration the structure produces in response to wind load changes over time, as does the frequency of its vibration [5]. On this basis, wind load is highly likely to cause the internal resonance of HRB structures, resulting in structural destruction and serious safety accidents.…”