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Wind tunnel pressure data analysis for peak cladding load estimation on a high-rise building
Abstract A correct evaluation of wind loads on high-rise building cladding panels is essential to ensure safety while avoiding costly over-design. The estimation of peak design loads from wind tunnel tests requires post-processing pressure time histories to remove small-scale fluctuations that do not significantly affect the total load on cladding elements. This post-processing commonly employs a low pass filter with a time-scale that is linearly proportional to the ratio of a reference length scale and velocity. The objective of this study is to analyze the equivalence between the moving-average filter and the spatial averaging procedure, focusing on panels near the top corners and edges of a high-rise building. The real area-averaged pressure is calculated using high-resolution pressure measurements and compared to estimates obtained from moving-average filters with a range of time-scales. The error is within for most pressure tap locations and panels analyzed, although some locations near the top edge result in overestimates of the peak suction up to . The optimal value of the proportionality coefficient defining the filter time-scale is shown to be dependent on both pressure tap location and panel size, suggesting that accurate estimates of area-averaged pressures based on single-point measurements require more advanced post-processing techniques.
Highlights The paper presents an analysis of high-resolution pressure measurements for cladding load estimation on a high-rise building The analysis focuses on areas near the top corners and edges of the lateral façade, where suction peaks are the determining factor for cladding design The real area-averaged pressure is compared to the values obtained using a moving-average filter with a time-scale based on TVL equation The error is within ±1 for most pressure tap locations and panels analyzed Some locations near the top edge result in overestimates of the peak suction up to 3 instead. Pneumatic averaged pressure results in smaller error (0.3 ) for all the locations and exposures here analyzed.
Wind tunnel pressure data analysis for peak cladding load estimation on a high-rise building
Abstract A correct evaluation of wind loads on high-rise building cladding panels is essential to ensure safety while avoiding costly over-design. The estimation of peak design loads from wind tunnel tests requires post-processing pressure time histories to remove small-scale fluctuations that do not significantly affect the total load on cladding elements. This post-processing commonly employs a low pass filter with a time-scale that is linearly proportional to the ratio of a reference length scale and velocity. The objective of this study is to analyze the equivalence between the moving-average filter and the spatial averaging procedure, focusing on panels near the top corners and edges of a high-rise building. The real area-averaged pressure is calculated using high-resolution pressure measurements and compared to estimates obtained from moving-average filters with a range of time-scales. The error is within for most pressure tap locations and panels analyzed, although some locations near the top edge result in overestimates of the peak suction up to . The optimal value of the proportionality coefficient defining the filter time-scale is shown to be dependent on both pressure tap location and panel size, suggesting that accurate estimates of area-averaged pressures based on single-point measurements require more advanced post-processing techniques.
Highlights The paper presents an analysis of high-resolution pressure measurements for cladding load estimation on a high-rise building The analysis focuses on areas near the top corners and edges of the lateral façade, where suction peaks are the determining factor for cladding design The real area-averaged pressure is compared to the values obtained using a moving-average filter with a time-scale based on TVL equation The error is within ±1 for most pressure tap locations and panels analyzed Some locations near the top edge result in overestimates of the peak suction up to 3 instead. Pneumatic averaged pressure results in smaller error (0.3 ) for all the locations and exposures here analyzed.
Wind tunnel pressure data analysis for peak cladding load estimation on a high-rise building
Pomaranzi, Giulia (author) / Amerio, Luca (author) / Schito, Paolo (author) / Lamberti, Giacomo (author) / Gorlé, Catherine (author) / Zasso, Alberto (author)
2021-11-18
Article (Journal)
Electronic Resource
English
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