Skip to main content

Wind Loads on Building Components and Cladding

  • Chapter
  • First Online:
Book cover Advanced Structural Wind Engineering

Abstract

Building components and cladding are important to the overall performance of buildings during extreme windstorms. Failure of even relatively small components can lead to internal pressurization, which increases the overall net loads on other components, or to significant rain water infiltration, which increases losses. In this chapter, we focus on the nature of wind loads on low-rise buildings and test methods used to define the ultimate capacity of building products and components. Wind loads are shown to have significant spatial and temporal variations, which are greatly simplified in building codes and standard test methods. Most building codes specify component loads as single peak values that have only a few different values over the various building surfaces for a small range of buildings. Many building components have complex and redundant load paths; the chapter discusses how load sharing can be handled in such systems. The design of some building component and cladding systems depend on the storm duration and the numbers of load cycles, which is also discussed.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 109.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 139.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 199.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Ali HM, Senseny PE (2003) Models for standing seam roofs. J Wind Eng Ind Aerodyn 91:1689–1702

    Article  Google Scholar 

  • Amzallag C, Gerey JP, Robert JL, Bahuaud J (1994) Standardization of the rainflow counting method for fatigue analysis. Int J Fatigue 16:287–293

    Article  Google Scholar 

  • ASCE 7-10 (2010) Minimum design loads for buildings and other structures. American Society of Civil Engineers, Reston

    Google Scholar 

  • ASCE 49-12 (2012) Wind tunnel testing of buildings and structures. American Society of Civil Engineers, Reston

    Google Scholar 

  • ASTM (2005) Standard test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. ASTM E 1592-01, Philadelphia

    Google Scholar 

  • ASTM (2007) Standard practice for determining load resistance of glass in buildings. ASTM E 1300-07, West Conshohocken

    Google Scholar 

  • Baskaran B, Chen Y (1998) Wind load cycle development for evaluating mechanically attached single-ply roofs. J Wind Eng Ind Aerodyn 77–78:83–96

    Article  Google Scholar 

  • BCA (2006) Building Code of Australia. Australian Building Code Board, Canberra

    Google Scholar 

  • Beason WL, Morgan JR (1984) Glass failure prediction model. J Struct Eng 110:197–212

    Article  Google Scholar 

  • Bienkiewicz B, Sun Y (1992) Wind-tunnel study of wind loading on loose-laid roofing systems. J Wind Eng Ind Aerodyn 43:1817–1828

    Article  Google Scholar 

  • Bienkiewicz B, Sun Y (1997) Wind loading and resistance of loose-laid roof paver systems. J Wind Eng Ind Aerodyn 72:401–410

    Article  Google Scholar 

  • Brewick P, Divel L, Butler K, Bashor R, Kareem A (2009) Consequence of urban aerodynamics and debris impact in extreme wind events. In: Proceedings of the 11th Americas conference on wind engineering, San Juan, Puerto Rico, 2009

    Google Scholar 

  • Brown WG (1972) A load duration theory for glass design. Pub. No. NRC 12354, National Research Council of Canada, Ottawa

    Google Scholar 

  • Brown WG (1974) A practicable formulation for the strength of glass and its special application to large plates. Pub. No. NRC 14372, National Research Council Canada, Ottawa

    Google Scholar 

  • Calderone IJ (1999) The equivalent wind loading for window glass design. PhD Thesis, Monash University

    Google Scholar 

  • Charles RJ (1958) Static fatigue of glass. J Appl Phys 29:1549–1553

    Article  Google Scholar 

  • Cook N (1990) The designer’s guide to wind loading of building structures, Part 2. Static structures. BRE, Hertfordshire

    Google Scholar 

  • Dalgliesh WA, Taylor DA (1990) The strength and testing of window glass. Can J Civ Eng 17:752–762

    Article  Google Scholar 

  • Davenport AG (1975) Discussion of ‘Wind pressures on buildings-probability densities’. BLWT-4-1975, Boundary Layer Wind Tunnel Laboratory, University of Western Ontario, London

    Google Scholar 

  • Farquhar S, Kopp GA, Surry D (2005) Wind tunnel and uniform pressure testing of a standing seam metal roof model. J Struct Eng 131:650–659

    Article  Google Scholar 

  • Gavanski E, Kopp GA (2011a) Glass breakage tests under fluctuating wind loads. J Archit Eng 17:34–41

    Article  Google Scholar 

  • Gavanski E, Kopp GA (2011b) Examination of load resistance in window glass design. J Archit Eng 17:42–50

    Article  Google Scholar 

  • Gavanski E, Kopp GA (2011c) Storm and gust duration effects on design wind loads for glass. J Struct Eng 137:1603–1610

    Article  Google Scholar 

  • Henderson D (2010) Response of pierced, fixed, metal roof cladding to fluctuating wind loads. PhD Thesis, James Cook University

    Google Scholar 

  • Holmes JD (1979) Mean and fluctuating internal pressure induced by wind. In: Proceedings of the 5th international conference on wind engineering, Colorado State University, 435–450, 1979

    Google Scholar 

  • Holmes JD (1985) Wind action on glass and Brown’s integral. Eng Struct 7:226–230

    Article  Google Scholar 

  • Jancauskas ED, Mahendran M, Walker GR (1994) Computer simulation of the fatigue behaviour of roof cladding during the passage of a tropical cyclone. J Wind Eng Ind Aerodyn 51:215–227

    Article  Google Scholar 

  • Kareem A, Stevens JG (1984) Window glass performance and analysis in Hurricane Alicia. In: ASCE proceedings specialty conference on “Hurricane Alicia: One Year Later”, New York, 178–186, 1985

    Google Scholar 

  • Kawabata S (1996) Study on wind resistance design of glass plate for cladding. PhD Thesis, Nippon Sheet Glass Co Ltd (in Japanese)

    Google Scholar 

  • Khan MAA (2012) Load sharing of toe-nailed, roof-to-wall connections under extreme wind loads in wood-frame houses. MESc Thesis, University of Western Ontario

    Google Scholar 

  • Kopp GA, Banks D (2012) Use of the wind tunnel test method for obtaining design wind loads on roof-mounted solar arrays. J Struct Eng. doi:10.1061/(ASCE)ST.1943-541X.0000654

  • Kopp GA, Gavanski E (2012) Effects of pressure equalization on the performance of residential wall systems under extreme wind loads. J Struct Eng 138:526–538

    Article  Google Scholar 

  • Kopp GA, Surry D, Mans C (2005) Wind effects of parapets on low buildings: Part 4. Mitigation of corner loads with alternative geometries. J Wind Eng Ind Aerodyn 93:873–888

    Article  Google Scholar 

  • Kopp GA, Morrison MJ, Gavanski E, Henderson DJ, Hong HP (2010) The ‘Three Little Pigs’ project: hurricane risk mitigation by integrated wind tunnel and full-scale laboratory tests. Nat Hazards Rev 11:151–161

    Article  Google Scholar 

  • Kopp GA, Morrison MJ, Henderson DJ (2012) Full-scale testing of low-rise, residential buildings with realistic wind loads. J Wind Eng Ind Aerodyn 104–106:25–39

    Article  Google Scholar 

  • Kumar KS (2000) Prediction of wind-induced fatigue on claddings of low buildings. Comput Struct 75:31–44

    Article  Google Scholar 

  • Minor JE (1981) Window glass design practices: a review. J Struct Div 107:1–12

    Google Scholar 

  • Minor JE (1984) Window glass performance and hurricane effects. In: ASCE proceedings specialty conference on “Hurricane Alicia: One Year Later”, New York, 151–167, 1984

    Google Scholar 

  • Minor JE, Beason WL (1976) Window glass failures in windstorms. J Struct Div 102:147–160

    Google Scholar 

  • Morgan J, Beck V (1977) Failure of sheet metal roofing under repeated wind loading. Civ Eng Trans 19:1–5

    Google Scholar 

  • Morrison MJ, Kopp GA (2010) Analysis of wind-induced clip loads on standing seam metal roofs. J Struct Eng 136:334–337

    Article  Google Scholar 

  • Morrison MJ, Kopp GA (2011) Performance of toe-nail connections under realistic wind loading. Eng Struct 33:69–76

    Article  Google Scholar 

  • Morrison MJ, Henderson DJ, Kopp GA (2012) The response of a wood-frame, gable roof to fluctuating wind loads. Eng Struct 41:498–509

    Article  Google Scholar 

  • Oh JH, Kopp GA, Inculet DR (2007) The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 3. Internal pressures. J Wind Eng Ind Aerodyn 95:755–779

    Article  Google Scholar 

  • Rosowsky DV, Schiff SD (1996) Probabilistic modeling of roof sheathing uplift capacity. In: Proceedings of the 7th speciality conference on probabilistic mechanics and structural reliability. Worchester, 334–337, 1996

    Google Scholar 

  • St Pierre LM, Kopp GA, Surry D, Ho TCE (2005) The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 2. Comparison of data with wind load provisions. J Wind Eng Ind Aerodyn 93:31–59

    Article  Google Scholar 

  • Standards Australia (2011) AS/NZS1170.2: structural design actions, Part 2. Wind actions. Standards Australia, Sydney

    Google Scholar 

  • Surry D, Sinno RR, Nail B, Ho TCE, Farquhar S, Kopp GA (2007) Structurally-effective static wind loads for roof panels. J Struct Eng 133:871–885

    Article  Google Scholar 

  • Underwriters Laboratories (2006) Standard UL 580. Test for uplift resistance of roof assemblies, Underwriters Laboratories

    Google Scholar 

  • Walker GR (1975a) Report on cyclone Tracy – effect on buildings. Department of Housing and Construction, Australia

    Google Scholar 

  • Walker GR (1975b) Estimation of wind field assessment of building damage. Aust J Struct Eng 7:209–224

    Google Scholar 

  • Williams T, Kareem A (2003) Performance of building cladding in urban environments under extreme winds. In: Proceedings of the 11th international conference on wind engineering, Lubbock

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Gregory A. Kopp .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2013 Springer Japan

About this chapter

Cite this chapter

Kopp, G.A. (2013). Wind Loads on Building Components and Cladding. In: Tamura, Y., Kareem, A. (eds) Advanced Structural Wind Engineering. Springer, Tokyo. https://doi.org/10.1007/978-4-431-54337-4_7

Download citation

  • DOI: https://doi.org/10.1007/978-4-431-54337-4_7

  • Published:

  • Publisher Name: Springer, Tokyo

  • Print ISBN: 978-4-431-54336-7

  • Online ISBN: 978-4-431-54337-4

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics