Experimental Study on the Effects of Aspect Ratio on the Wind Pressure Coefficient of Piloti Buildings
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sustainability Article Experimental Study on the Effects of Aspect Ratio on the Wind Pressure Coefficient of Piloti Buildings Jangyoul You 1 and Changhee Lee 2,* 1 Department of Architecture Engineering, Songwon University, Gwangju 61756, Korea; [email protected] 2 Department of Mechanical and Shipbuilding Convergence Engineering, Pukyong National University, Busan 48547, Korea * Correspondence: [email protected]; Tel.: +82-51-629-7816 Abstract: Owing to strong winds during the typhoon season, damage to pilotis in the form of dropout of the exterior materials occurs frequently. Pilotis placed at the end exhibit a large peak wind pressure coefficient of the ceiling. In this study, the experimental wind direction angle of wind pressure tests was conducted in seven directions, with wind test angles varying from 0◦ to 90◦ at intervals of 15◦, centered on the piloti position, which was accomplished using the wind tunnel experimental system. Regardless of the height of the building, the maximum peak wind pressure coefficient was observed at the center of the piloti, whereas the minimum peak wind pressure coefficient was noted at the corners, which corresponds with the wind direction inside the piloti. The distribution of the peak wind pressure coefficient was similar for both suburban and urban environments. However, in urban areas, the maximum peak wind pressure coefficient was approximately 1.4–1.7 times greater than that in suburban areas. The maximum peak wind pressure coefficient of the piloti ceiling was observed at the inside corner, whereas the minimum peak wind pressure coefficient was noted at the outer edge of the ceiling. As the height of the building increased, the maximum peak wind pressure coefficient Citation: You, J.; Lee, C. decreased. Suburban and urban areas exhibited similar peak wind pressure distributions; however, Experimental Study on the Effects of the maximum peak wind pressure coefficient in urban areas was approximately 1.2–1.5 times larger Aspect Ratio on the Wind Pressure than that in suburban areas. Coefficient of Piloti Buildings. Sustainability 2021, 13, 5206. Keywords: piloti; peak wind pressure coefficient; corner-type piloti; end-type piloti; wind tunnel https://doi.org/10.3390/su13095206 experiment Academic Editor: Sunkuk Kim Received: 24 March 2021 1. Introduction Accepted: 28 April 2021 Published: 6 May 2021 Many studies have focused on the aerodynamic optimization of buildings. In a study on the design of affordable housing models for high-rise buildings, Baghaei [1] Publisher’s Note: MDPI stays neutral focused on the use of environmental factors in humid subtropical climates and examined with regard to jurisdictional claims in the aerodynamic behavior of wind in an urban environment to optimize the shapes of published maps and institutional affil- 40 types of prototype buildings. The results were used to develop a suitable model iations. for residential high-rise buildings in temperate and humid climates; these results also suggest an appropriate approach for the aerodynamic design of high-rise forms and offer appropriate aerodynamic corrections to reduce the wake of vortex areas around high- rise buildings. Similarly, Davenport [2] used aerodynamic model tests to investigate the effects of building forms. The effects of aerodynamic forces [3–5], set-back and tapered Copyright: © 2021 by the authors. Licensee MDPI, Basel, Switzerland. aerodynamic forms [6,7], spoilers and openings [8–10], and spiral or twisted models have This article is an open access article been studied. The potential effects of aerodynamic calibration have also been analyzed in distributed under the terms and terms of economics (cost and available space) [11]. conditions of the Creative Commons Many types of pilotis are used in high-rise buildings in Korea; however, there has Attribution (CC BY) license (https:// been limited research on this topic. Jo et al. [12], Xi et al. [13], and Kuo et al. [14] found, creativecommons.org/licenses/by/ through numerical and experimental analyses, that the depth of the piloti had an effect 4.0/). on the ceiling and airflow characteristics between a high-rise building with a podium Sustainability 2021, 13, 5206. https://doi.org/10.3390/su13095206 https://www.mdpi.com/journal/sustainability Sustainability 2021, 13, 5206 2 of 16 and low-level attached houses. Zeng et al. [15] researched the piloti space, which is an important part of buildings located in an area with hot and humid summers and has not been studied sufficiently. The piloti space can improve the wind environment and provide cooler activity spaces in a city subject to hot and humid summers. This study aims to propose a climatically adapted piloti arrangement and ratio for the design of a residential area. In Lui et al. [16], unsteady flow fluctuations around elevated buildings were analyzed based on energy spectral density. Meanwhile, the periodical wind flow fields around elevated buildings were accurately determined. Kim [17] researched the characteristics of the design wind pressure coefficient distribution for the piloti exterior of tall buildings. Woo et al. [18] presented the wind pressure coefficient for the penetrating pilotis of low- and mid-rise buildings. Ryu et al. [19] and Shin [20] found that the wind pressure coefficient inside through-type and open-type pilotis varies with the piloti size. The Tamura group [21] conducted comprehensive phosphorus wind tunnel experi- ments on various building configurations, namely basic (square, circular, rectangular, and oval), angle modification, one-dimensional, narrow, spiral, and composite models. Their results provided useful reference information for design initiatives and further research into building aerodynamics. The aerodynamic form plays an important role in the design of skyscrapers; however, optimization is limited by other design elements. Thus, the available options are limited. [22,23]. Tanaka et al. researched the effect of aerodynamic force and wind pressure on square-plan tall building shapes with various configurations such as chamfered, set-back, and helical [24]. Kwon et al. reviewed the eight international codes and standards for the effect of winds on tall buildings [25]. Kim and Kanda investigated the effects of the spatio-temporal characteristics of pressure fluctuations on tall buildings with taper and set-back forms [26]. Xu and Xie assessed the cross-wind effects on tall buildings with corner modifications, including chamfered and recessed corners, and aerodynamic forms such as tapered, stepped, and twisted [27]. Ciappino et al. presented a building corner aerodynamic optimization procedure for decreasing the effects of wind, based on a surrogate model. Wind forces and pressure distributions have also been measured [28]. Kumar et al. used an experimental approach to examine the wind pressure acting on all four faces of a tall rectangular building [29]. Mou et al. evaluated wind pressure distribu- tions around square-shaped tall buildings based on various ratios, by using computational fluid dynamics techniques [30]. Elshaer et al. presented a building corner aerodynamic optimization procedure to decrease the effects of wind based on a surrogate model [31]. Mittal et al. presented a review of methods for evaluating pedestrian-level wind, different wind comfort criteria, and various techniques for evaluating wind velocity at the pedestrian level [32]. Finally, Bairagi and Dalui analyzed and compared two set-back buildings in terms of pressure, force, and torsional effects [33]. Table1 summarizes the previous studies conducted on aerodynamic wind design by the aforementioned researchers. As the influx of people into downtown areas has increased, high-rise buildings in these areas have become increasingly dense. This contributes to problems such as the need for resident parking and pedestrian passages. To address these problems, pilotis have been widely used in high-rise building constructions. Pilotis offer various advantages such as facilitating the provision of parking areas and passages for pedestrians; therefore, they are widely used in apartments and office buildings. Pilotis are typically installed by crossing the lower part or with an opening on one side of the building, and exterior materials are primarily installed on the walls and ceilings inside the piloti. However, in this piloti configuration, when a strong wind blows, a wind path is formed, and wind is concentrated. Owing to such strong winds, the exterior materials on the ceilings and walls of the pilotis may fall, causing damage to parked vehicles and pedestrians. Sustainability 2021, 13, 5206 3 of 16 Table 1. Research on aerodynamic wind designs. Authors Year Description This experimental study was conducted on the effect of aerodynamic forces and wind pressures Tanaka et al. 2012 on square-plan tall building shapes with various configurations, such as chamfered, set-back, and helical [21]. In this study, eight international codes and standards for wind effects on tall buildings were Kwon and Kareem 2013 reviewed: ASCE 2010 (USA), AS/NZ 2011 (Australia and New Zealand), AIJ 2004 (Japan), CNS 2012 (China), NBCC 2010 (Canada), Eurocode 2010 (Europe), ISO 2009, and IWC 2012 (India) [25]. The purpose of this study was to investigate the effects of spatio-temporal characteristics of Kim and Kanda 2013 pressure fluctuations on tall buildings with taper and set-back forms [26]. This study assessed cross-wind effects on tall buildings with corner modifications, including Xu and Xie 2015 chamfered corners