Structural Engineering and Mechanics

  • 제38권1호
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  • Pages.99-123
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  • 2011
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Full-scale experimental evaluation of a panelized brick veneer wall system under simulated wind loading

  • Liang, Jianhai (Thornton-Tomasetti Inc.) ;
  • Memari, Ali M. (Department of Architectural Engineering, The Pennsylvania State University)
  • 투고 : 2010.04.27
  • 심사 : 2010.12.09
  • 발행 : 2011.04.10
⟨ 이전 논문 다음 논문 ⟩

초록

Brick veneer over steel stud backup wall is lighter and easier to construct compared to brick veneer over concrete masonry backup wall. However, due to the relatively low stiffness of the steel stud backup, the brick veneer tends to crack under wind load. This paper briefly introduces a new panelized brick veneer with steel frame backup wall system that is developed to potentially address this problem. The experimental study of the performance of this system under simulated wind loading is discussed in detail. The test setup details and the test specimens are introduced, results of major interests are presented, and performance of the new system is evaluated based on the test results.

키워드

참고문헌

  1. American Society of Civil Engineers (ASCE) (2003), Minimum Design Loads for Buildings and Other Structures, ASCE 7-02, Reston, VA.
  2. ASTM International (2000), Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Differential, E 1233-00, Vol. 04.11, American Society for Testing and Materials, West Conshohocken, PA.
  3. ASTM International (2002), Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights, and Curtain Walls by Uniform Static Air Pressure Difference, E 330-02, Vol. 04.11, American Society for Testing and Materials, West Conshohocken, PA.
  4. ASTM International (2005), Standard Test Method for Water Penetration and Leakage Through Masonry, E 514-03c, Vol. 04.05, American Society for Testing and Materials, West Conshohocken, PA.
  5. Baskaran, B.A. and Brown, W.C. (1992), "Performance of pressure equalized rainscreen walls under cyclic loading", J. Build. Phys., 16, 183-193. https://doi.org/10.1177/109719639201600209
  6. Borchelt, J.G. (2004), "Building code requirements for brick veneer in seismic areas", Proceedings of Sismica 2004, $60^{\circ}$ Congresso Nacional de Sismologia e Engenharia Sismica, Portugal, April.
  7. Brick Industry Association (1999), Brick Veneer/Steel Stud Walls, Technical Notes on Brick Construction, Reston, VA.
  8. Carll, C. (2000), "Rainwater intrusion in light-frame building walls", Proceedings of the 2nd Annual Conference on Durability and Disaster Mitigation in Wood-Frame Housing, Forest Products Society, Madison, Wisconsin, November.
  9. Chen, H. and Trestain, T.W.J. (2004), "Steel stud brick veneer wall design", Struct. Mag., December, 37-39.
  10. Choi, Y.H. and LaFave, J.M. (2004), "Performance of corrugated metal ties for brick veneer wall systems", J. Mater. Civil Eng., 16(3), 202-210. https://doi.org/10.1061/(ASCE)0899-1561(2004)16:3(202)
  11. Cochran, L.S. and Cermak, J.E. (1992), "Full- and model-scale cladding pressures on the Texas Tech University experimental building", J. Wind Eng. Ind. Aerod., 43(1-3), 1589-1600. https://doi.org/10.1016/0167-6105(92)90374-J
  12. Drysdale, R.G. and Suter, G.T. (1991), Exterior Wall Construction in High-rise Buildings - Brick Veneer on Concrete Masonry or Steel Stud Wall Systems, Canada Mortgage and Housing Corporation (CMHC).
  13. Fero (2009), http://www.ferocorp.com/pages/stud_shear/stud_shear.htm
  14. Ginger, J.D. and Letchford, C.W. (1999), "Net pressures on a low-rise full-scale building", J. Wind Eng. Ind. Aerod., 83, 239-250. https://doi.org/10.1016/S0167-6105(99)00075-6
  15. Grimm, C.T. and Klingner, R.E. (1990), "Crack probability in brick masonry veneer over steel studs", Proceedings of the 5th North American Masonry Conference, The Masonry Society, Boulder, Co., June.
  16. Gurevich, M. (2004), "Brick veneer, metal stud-backup of exterior wall system", Construct. Spec., 57(6), 45-49.
  17. Hansen, S.O. and Sorensen, E.G. (1986), "The aylesbury experiment. comparison of model and full-scale tests", J. Wind Eng. Ind. Aerod., 22, 1-22. https://doi.org/10.1016/0167-6105(86)90008-5
  18. Henderson, C. and Fricke, K. (1999), "Performance of masonry during the middle tennessee tornadoes, january 24, 1997", J. Masonry Soc., 17(1), 55-59.
  19. Hens, H., Janssens, A., Depaetere, W., Carmeliet, J. and Lecompte, J. (2007), "Brick cavity walls: a performance analysis based on measurements and simulations", J. Build. Phys., 31, 95-124. https://doi.org/10.1177/1744259107082685
  20. Hohmann and Barnard (2010), www.h-b.com/index.php?main_page=product_info&cPath=1_8&products_id=12
  21. Holmes, J.D. (2001), Wind Loading of Structures, Spon Press, London.
  22. ICC (2006), International Building Code, International Code Council, Country Club Hills, IL.
  23. Kelly, T., Goodson, M., Mayes, R. and Asher, J. (1990), "Analysis of the behavior of anchored brick veneer on metal stud systems subjected to wind and earthquake forces", Proceedings of the 5th North American Masonry Conference, The Masonry Society, Boulder, Co.
  24. Kemp, G. (2008), "Wind technology to blow house down: the mechanics of replicating wind loads", Struct. Mag., August, 24-29.
  25. KPFF Consulting Engineers (1995), Design Guide for Anchored Brick Veneer over Steel Studs, Prepared for Western States Clay Products Association, Los Angeles, CA.
  26. LaTona, R.W., Schwartz, T.A. and Bell, G.R. (1988), "New standard permits more realistic curtain wall testing", Build. Design Construct., November.
  27. Letchford, C.W. and Norville, H.S. (1994), "Wind pressure loading cycles for wall cladding during hurricanes", J. Wind Eng. Ind. Aerod., 53, 189-206. https://doi.org/10.1016/0167-6105(94)90026-4
  28. Levitan, M.L. and Mehta, K.C. (1992a), "Texas tech field experiments for wind loads Part 1: building and pressure measuring system", J. Wind Eng. Ind. Aerod., 43(1-3), 1565-1576. https://doi.org/10.1016/0167-6105(92)90372-H
  29. Levitan, M.L. and Mehta, K.C. (1992b), "Texas tech field experiments for wind loads Part II: meteorological instrumentation and terrain parameters", J. Wind Eng. Ind. Aerod., 43(1-3), 1577-1588. https://doi.org/10.1016/0167-6105(92)90373-I
  30. Liang, J. (2006), "Development of a multihazard resistant panelized brick veneer wall system", Ph.D. Dissertation, Penn State University, University Park, PA.
  31. Linegard, R.J. (1990), "The success of steel studs", Mag. Masonry Construct., Addison, IL, 87-88.
  32. Lindow, E.S. and Jasinski, L.F. (2003), "Panelized wall construction: design, testing, and construction procedures", Proceedings of Performance of Exterior Building Walls, ASTM STP 1422, (Ed. Johnson, P.G.), ASTM International, West Conshohocken, PA.
  33. Marshall, T.P. (2002), "Tornado damage survey at Moore, Oklahoma", Weather Forecast., 17(3), 582-598. https://doi.org/10.1175/1520-0434(2002)017<0582:TDSAMO>2.0.CO;2
  34. McGinley, W.M., Warwaruk, J., Longworth, J. and Hatzinikolas, M. (1986), "Masonry veneer and steel stud curtain walls", Proceedings of the 4th Canadian Masonry Symposium, Fredericton, New Brunswick, Canada.
  35. McGinley, W.M. (2000), "An alternative design for brick veneer steel stud walls", Masonry Soc. J., 18(2), 9-22.
  36. McGinley, W.M. and Ernest, C.L. (2004), "Façade inspection a must for both new and old buildings - a case study of two high rise structures", J. ASTM, 1(3), JAI 11165. https://doi.org/10.1520/JAI11165
  37. Mehta, K.C., Levitan, M.L., Iverson, R.E. and McDonald, J.R. (1992), "Roof corner pressures measured in the field on a low building", J. Wind Eng. Ind. Aerod., 43(1-3), 181-192.
  38. Memari, A.M., Aliaari, M. and Hamid, A.A. (2003), "Evaluation of Seismic Performance of Anchored Brick Veneer Walls," Proceedings of Performance of Exterior Building Walls, ASTM STP 1422, (Ed. Johnson, P.G.), ASTM International, West Conshohocken, PA.
  39. Memari, A.M., Burnett, E.F.P. and Kozy, B.M. (2002), "Seismic response of a new type of masonry tie used in brick veneer walls," Constr. Build. Mater., 16(7), 397-407. https://doi.org/10.1016/S0950-0618(02)00042-9
  40. Minor, J.E. (1994), "Windborne Debris and the building envelope", J. Wind Eng. Ind. Aerod., 53, 207-227. https://doi.org/10.1016/0167-6105(94)90027-2
  41. Mousset, S. (1986), "The international aylesbury collaborative experiment in C.S.T.B.", J. Wind Eng. Ind. Aerod., 23, 19-36. https://doi.org/10.1016/0167-6105(86)90030-9
  42. Pantelides, C.P., Horst, A.D. and Minor, J.E. (1993), "Postbreakage behavior of heat strengthened laminated glass under wind effects", J. Struct. Eng., 119(2), 454-467. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:2(454)
  43. Postma, M.A. (1993), "Structural considerations in the remediation of brick veneer/steel stud wall systems", Master Thesis, Department of Civil Engineering, University of Waterloo, Waterloo, Ontario, Canada.
  44. Prevatt, D.O. (2003), "Wind load design and performance testing of exterior walls: current standards and future considerations", Proceedings of Performance of Exterior Building Walls, ASTM STP 1422, (Ed. Johnson, P.G.), ASTM International, West Conshohocken, PA.
  45. Reneckis, D., LaFave, J.M. and Clarke, W.M. (2004), "Out-of-plane performance of brick veneer walls on wood frame construction", Eng. Struct., 26, 1027-1042. https://doi.org/10.1016/j.engstruct.2004.02.013
  46. Reneckis, D. and LaFave, J.M. (2005), "Analysis of brick veneer walls on wood frame construction subjected to out-of-plane loads", Constr. Build. Mater.s, 19(6), 430-447. https://doi.org/10.1016/j.conbuildmat.2004.08.006
  47. Reneckis, D. and LaFave, J.M. (2009), Seismic Performance of Anchored Brick Veneer, Newmark Structural Engineering Laboratory (NSEL) Report Series, Report Number NSEL-016, August.
  48. Richardson, G.M. and Surry, D. (1994), "The silsoe structures building: comparison between full-scale and windtunnel data", J. Wind Eng. Ind. Aerod., 51, 157-176. https://doi.org/10.1016/0167-6105(94)90002-7
  49. Straube, J. (2001), "Pressure moderation and rain penetration control", Proceedings of the Ontario Building Envelope Council (OBEC) Pressure-Equalized Rainscreen (PER) Seminar 2001, University of Waterloo, Waterloo, Ontario, Canada.
  50. Suter, G.T., Drysdale, R.G. and Keller, H. (1990), "Canadian research on the brick veneer/steel stud wall system", Proceedings of the 5th North American Masonry Conference, The Masonry Society, Boulder, Co.
  51. Taly, N. (2000), Design of Reinforced Masonry Structures, McGraw-Hill, New York.
  52. Tenwolde, A. and Rose, W.B. (1996), "Moisture control strategies for the building envelope", J. Build. Phys., 19, 206-214. https://doi.org/10.1177/109719639601900302
  53. The Masonry Standards Joint Committee (TMSJC) (2002), Building Code Requirements for Masonry Structures, ACI 530-02/ASCE 5-02/TMS 402-02, Boulder, Co.
  54. Trestain, T.W.J. (2008), Steel Stud Brick Veneer Design Guide, Canadian Sheet Steel Building Institute, Cambridge, Ontario, Canada.
  55. Uematsu, Y. and Isyumov, N. (1999), "Review: wind pressures acting on low-rise buildings", J. Wind Eng. Ind. Aerod., 82, 1-25. https://doi.org/10.1016/S0167-6105(99)00036-7
  56. van de Lindt, J.W., Graettinger, A., Gupta, R., Skaggs, T., Pryor, S. and Fridley, K.J. (2007), "Performance of wood-frame structures during Hurricane Katrina", J. Perform. Constr. Fac., 21(2), 108-116. https://doi.org/10.1061/(ASCE)0887-3828(2007)21:2(108)
  57. Vickery, P.J., Surry, D. and Davenport, A.G. (1986), "Aylesbury and ACE: some interesting findings", J. Wind Eng. Ind. Aerod., 23, 1-17. https://doi.org/10.1016/0167-6105(86)90029-2
  58. Wilson, M.J. and Drysdale, R.G. (1990), "Structural test results for full scale BV/SS", Proceedings of the 5th North American Masonry Conference, The Masonry Society, Boulder, Co.
  59. Xu, Y.L. (1995), "Model and full-scale comparison of fatigue-related characteristics of wind pressures on the texas tech building", J. Wind Eng. Ind. Aerod., 58, 147-173. https://doi.org/10.1016/0167-6105(95)00012-7
  60. Yazdani, N., Green, P.S. and Haroon, S.A. (2006), "Large wind missile impact capacity of residential and light commercial buildings", Pract. Period. Struct. Design Constr., 11(4), 206-217. https://doi.org/10.1061/(ASCE)1084-0680(2006)11:4(206)
  61. Yeatts, B.B. and Mehta, K.C. (1993), "Field experiments for building aerodynamics", J. Wind Eng. Ind. Aerod., 50, 213-224. https://doi.org/10.1016/0167-6105(93)90076-Z
  62. Yi, J., Laird, D., McEwen, B. and Shrive, N. (2003), "Analysis of load in ties in masonry veneer walls", Can. J. Civil Eng., 30, 850-860. https://doi.org/10.1139/l03-048

피인용 문헌

  1. Review of Design, Construction, and Capabilities of an Air Bladder Load Test Facility (ABLTF) at BCERL for Structural Experimental Enclosure Studies vol.46, pp.4, 2018, https://doi.org/10.1520/JTE20150282
  2. Performance of a Panelized Brick Veneer Wall System under Lateral Loads vol.02, pp.03, 2012, https://doi.org/10.4236/ojce.2012.23019