Gust response envelope approach to the equivalent static wind load for large-span grandstand roofs. Issue 180 (September 2018)

• Record Type: Journal Article
• Authors: Cao, Zhenggang; Su, Ning; Wu, Yue; Peng, Shitao
• Is Part Of: Journal of wind engineering and industrial aerodynamics. Issue 180(2018)
• Page Start: 108
• Page End: 121
• Publication Date: 2018-09
• Subjects: ESWL -- Gust loading envelope -- Wind-induced response -- Grandstand roof; Wind-pressure -- Periodicals; Buildings -- Aerodynamics -- Periodicals; Pression du vent -- Périodiques; Constructions -- Aérodynamique -- Périodiques; Buildings -- Aerodynamics; Wind-pressure; Periodicals
• DOI: 10.1016/j.jweia.2018.07.014
• Languages: English
• ISSNs: 0167-6105

Abstract

Abstract: Current equivalent static wind load (ESWL) format is expressed by either gust response factor (GRF) approach or the combination of mean, background and resonant components. Due to the complexity of fluctuating wind load characteristics and dynamic structural features of large-span roofs, the current ESWL formats are either too simplified or too complicated to be codified in wind load codes. In consideration of engineering convenience, this paper presents a gust response envelope (GRE) approach to express the ESWL model by the combination of mean and RMS wind pressures to envelope the wind-induced responses. The coefficient multiplied by the RMS wind pressure is defined as the GRE factor, which can be expressed by the product of the background and resonant factors. The background factor, based on gust loading envelope (GLE, Chen and Kareem, 2004), reflects the effect of asynchronous fluctuating wind loads on structures. The resonant factor denotes the dynamic effect of structures. The ESWL format is applied to the codification of wind loads on large-span cantilevered grandstand roofs. Parametric wind-induced response analyses were carried out, and the empirical formula of the GRE factor were provided for engineering reference. Highlights: Gust Response Envelope (GRE) approach was proposed to express the ESWL for large-span roofs. The ESWL was a combination of mean and RMS wind pressure. Recommendation of ESWL on rectangular and arc-shaped cantilevered grandstand roofs was presented.