การคำนวณแรงลมของอาคารเตี้ยหลังคาทรงจั่วและโค้งโดยการทดสอบแบบจำลองในอุโมงค์ลม

Authors

  • นรวิชญ์ มั่นศิลป์ นักศึกษา, คณะวิศวกรรมศาสตร์ มหาวิทยาลัยธรรมศาสตร์, เลขที่ 99 หมู่ 18 ถ. พหลโยธิน ต. คลองหนึ่ง อ. คลองหลวง จ. ปทุมธานี 12120
  • จิรวัฒน์ จันทร์เรือง อาจารย์, คณะวิศวกรรมศาสตร์และสถาปัตยกรรมศาสตร์ มหาวิทยาลัยเทคโนโลยีราชมงคล ตะวันออก วิทยาเขตอุเทนถวาย, 225 ถ.พญาไท แขวงปทุมวัน เขตปทุมวัน กทม. 10330
  • วิโรจน์ บุญญภิญโญ อาจารย์, คณะวิศวกรรมศาสตร์ มหาวิทยาลัยธรรมศาสตร์, เลขที่ 99 หมู่ 18 ถ. พหลโยธิน ต. คลองหนึ่ง อ. คลองหลวง จ. ปทุมธานี 12120

Keywords:

wind load, low-rise buildings, wind tunnel test, wind load standards

Abstract

This study investigates the wind pressure distribution on low-rise buildings with gable roofs at 18.4o and 26.7o pitches, and a curved roof with an equivalent pitch of 18o. Experimental tests were conducted using 1:80 scale models in a boundary layer wind tunnel to evaluate three aerodynamic characteristics: (1) local wind pressure coefficients, (2) surface-averaged wind pressure coefficients over each entire building face, and (3) area-averaged wind pressure coefficients corresponding to specific tributary zones on each face. A Voronoi approach was systematically employed to calculate the tributary areas. The findings reveal distinct differences in aerodynamic behavior between the gable and curved roof configurations. For gable roofs, the surface-averaged wind pressure coefficients generally align with the provisions of DPT 1311-50 and ASCE 7-22. However, within the critical zones of the 18.4o gable roof, the DPT 1311-50 standard underestimates the design wind pressures for components and cladding (C&C) compared to the experimental results, whereas the ASCE 7-22 standard yields better agreement with the empirical data. Furthermore, this study contributes to the fundamental understanding of wind-induced pressures on curved roofs, addressing a significant gap in the DPT 1311-50 standard where provisions for such geometries are currently lacking.

References

Al-Chalabi R, Elshaer A. Aerodynamic mitigation of low-rise building with complex roof geometry. Frontiers in Built Environment 2023;9:1200383. doi: 10.3389/fbuil.2023.1200383.

Ho TCE, Surry D, Morrish D, Kopp GA. The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: part 1 archiving format and basic aerodynamic data. Journal of Wind Engineering and Industrial Aerodynamics 2005;93(1):1-30.

American Society of Civil Engineers. ASCE/SEI 7-02. Minimum design loads for buildings and other structures. Reston, VA: American Society of Civil Engineers; 2002.

Tamura Y. Aerodynamic database of low-rise buildings [Internet]. Tokyo: Tokyo Polytechnic University; 2012 [cited 2026 Jun 20]. Available from: http://www.wind.arch.t-kougei.ac.jp/info_center/windpressure/lowrise/mainpage.html.

American Society of Civil Engineers. ASCE/SEI 7-22. Minimum design loads for buildings and other structures. Reston, VA: American Society of Civil Engineers; 2022.

American Society of Civil Engineers. ASCE/SEI 7-16. Minimum design loads for buildings and other structures. Reston, VA: American Society of Civil Engineers; 2016.

Department of Public Works and Town & Country Planning. DPT 1311-50. Standard for wind load calculation and building response. Bangkok: Department of Public Works and Town & Country Planning; 2007. (In Thai).

Zhang Q, Peng M, Yao J, Zhou Y, Huang J. Numerical simulation study on continuous span variable cross-section arched roof. Journal of Theoretical and Applied Mechanics. 2025;63(2):331-48. doi: 10.15632/jtam-pl/200390.

Wood G, Lynar A. Codification of wind loads on curved-roofed structures. Proceedings of the 19th Australasian Wind Engineering Workshop; 2018 Apr 4-6; Torquay, Victoria, Australia.

Gierson ML, Phillips BM, Duthinh D, Ayyub BM. Wind-pressure coefficients on low-rise building enclosures using modern wind-tunnel data and Voronoi diagrams. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering 2017;3(4):04017010. doi: 10.1061/AJRUA6.0000915.

Uematsu Y, Yamamura R. Wind loads for designing the main wind-force resisting systems of cylindrical free-standing canopy roofs. Technical Transactions 2019;116(7):125-36. doi: 10.4467/2353737XCT.19.076.10727.

Natalini MB, Morel C, Natalini B. Mean loads on vaulted canopy roofs. Journal of Wind Engineering and Industrial Aerodynamics 2013;119:102-13.

Macdonald PA, Kwok KC, Holmes JD. Wind loads on circular storage bins, silos and tanks: I. point pressure measurements on isolated structures. Journal of Wind Engineering and Industrial Aerodynamics 1988;31(2-3):165-87.

Delaunay B. On the empty sphere. Bulletin of the Academy of Sciences of the USSR 1934;7(6):793–800.

Duthinh D, Main JA, Phillips BM. NIST technical note 1903. Methodology to analyze wind pressure data on components and cladding of low-rise buildings. Gaithersburg (MD): National Institute of Standards and Technology; 2015.

Canadian Commission on Building and Fire Codes, National Research Council Canada. NBCC-2020. National Building Code of Canada 2020. Ottawa: National Research Council Canada; 2020.

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Published

2026-08-28

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Section

บทความวิจัย (Research Article)