Performance of a Panelized Brick Veneer Wall System under Lateral Loads

Abstract

This paper discusses the performance of a proposed panelized brick veneer over steel stud backup wall system and seismic isolation connections under lateral loads. The panelized wall system was developed to address some shortcomings of the conventional brick veneer wall type. The details of the system are briefly introduced. The study evaluated the performance of the system under out-of-plane simulated wind loads and in-plane cyclic loads using full-scale laboratory experiments. The test setup, test specimen, test procedure, and test results are presented and the performance of the system is evaluated accordingly.

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J. Liang and A. Memari, "Performance of a Panelized Brick Veneer Wall System under Lateral Loads," Open Journal of Civil Engineering, Vol. 2 No. 3, 2012, pp. 132-146. doi: 10.4236/ojce.2012.23019.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] Brick Industry Association (BIA), “Brick Veneer/Steel Stud Walls, Technical Notes on Brick Construction,” Reston, 1999.
[2] L. Brock, “Designed for Durability: Case Study of Anchored Brick Veneer that Meets Technical and Aesthetic Requirements,” Proceedings of the 7th North American Masonry Conference, The Masonry Society, Boulder, 1996, pp. 117-128.
[3] J. W. Cowie, “Failure of Steel Studs,” Magazine of Masonry Construction. Vol. 3, No. 2, 1990, pp. 82-84.
[4] A. A. Hamid, I. J. Becica and H. G. Harris, “Performance of Brick Masonry Veneers,” Proceedings of the 7th International Brick Masonry Conference, Melbourne, 1985, pp. 321-331.
[5] I. Jalil, W. Kelm and R. E. Klingner, “Performance of Masonry and Masonry Veneer Buildings in the 1989 Loma Prieta Earthquake,” Proceedings of the 6th North American masonry Conference, The Masonry Society, Boulder, 1993, pp. 681-692.
[6] W. M. McGinley and C. L. Ernest, “Fa?ade Inspection a Must for Both New and Old Buildings—A Case Study of Two High Rise Structures,” Journal of ASTM International (JAI), Vol. 1, No. 3, 2004, Online Publication, 15 p.
[7] A. E. Schultz, M. Porter, O. Bigelow and R. Stehly, “Masonry Building Performance during the March 29, 1998 Southern Minnesota Tornadoes,” Proceedings of the 8th North American Masonry Conference 1999, Boulder, The Masonry Society, 1998, pp. 797-808.
[8] M. Memari, M. Aliaari and A. A. Hamid, “Evaluation of Seismic Performance of Anchored Brick Veneer Walls,” In: P.G. Johnson, Ed., Performance of Exterior Building Walls, ASTM STP 1422, American Society of Testing and Materials, West Conshohocken, 2002, pp. 115-131.
[9] J. Liang, “Development of a Multihazard Resistant Panelized Brick Veneer Wall System,” Ph.D. Dissertation, The Pennsylvania State University, University Park, 2006.
[10] J. Liang and A. M. Memari, “Full-Scale Experimental Evaluation of a Panelized Brick Veneer Wall System under Simulated Wind Loading,” Structural Engineering and Mechanics Journal, Vol. 38, No. 1, 2011 pp. 99-123.
[11] J. Liang, and A. M. Memari, “Finite Element Analysis of a Panelized Brick Veneer Wall System and Comparison with Wind Load Testing Results,” The Masonry Society Journal, Vol. 28, No. 1, 2010, pp. 7-28.
[12] C. T. Grimm and R. E. Klingner, “Crack Probability in Brick Masonry Veneer over Steel Studs,” Proceedings of the 5th North American Masonry Conference, The Masonry Society, Boulder, 3-6 June 1990, pp. 1323-1334.
[13] M. J. Wilson, and R. G. Drysdale, “Structural Test Results for Full Scale BV/SS,” Proceedings of the 5th North American Masonry Conference, The Masonry Society, Boulder, 1990, pp. 1335-1346.
[14] W. M. McGinley, J. Warwaruk, J. Longworth and M. Hatzinikolas, “Masonry Veneer and Steel Stud Curtain Walls,” Proceedings of the 4th Canadian Masonry Sym- posium, Fredericton, New Brunswick, Canada, 1986, pp. 730-743.
[15] T. Kelly, M. Goodson, R. Mayes and J. Asher, “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 Confer- ence, The Masonry Society, Boulder, 1990, pp. 1359- 7130.
[16] G. T. Suter, R. G. Drysdale and H. Keller, “Canadian Research on the Brick Veneer/Steel Stud Wall System,” Proceedings of the 5th North American Masonry Conference 1990, The Masonry Society, Boulder, 1990, pp. 1287-1301.
[17] J. Straube, “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, 2001, pp. 1-51.
[18] KPFF Consulting Engineers, “Design Guide for Anchored Brick Veneer over Steel Studs,” Prepared for Western States Clay Products Association, Los Angeles, 1995.
[19] M. A. Postma, “Structural Considerations in the Remediation of Brick Veneer/Steel Stud Wall Systems,” Master Thesis, University of Waterloo, Canada, 1993.
[20] M. Bruneau, “Performance of Masonry Structures During the 1994 Northridge (Los Angeles) Earthquake,” Canadian Journal of Civil Engineering, Vol. 22, No. 22, 1995, pp. 378-402. doi:10.1139/l95-048
[21] G. Magenes and G. M. Calvi, “Cyclic Behavior of Brick Masonry Walls,” Proceedings of the 10th World Conference of Earthquake Engineering, Balkema, Rotterdam, Netherlands, 1992, pp. 3517-3522.
[22] G. Magenes and G. M. Calvi, “In-Plane Seismic Response of Brick Masonry Walls,” Earthquake Engineering and Structural Dynamics, Vol. 26, No. 11, 1997, pp. 1091-1112. doi:10.1002/(SICI)1096-9845(199711)26:11<1091::AID-EQE693>3.0.CO;2-6
[23] A. M. Memari, E. F. P. Burnett and B. M. Kozy, “Seismic Performance of Masonry Ties Used in Brick Veneer Walls,” Construction and Building Material Journal, Vol. 16, No. 7, 2002, pp.397-407. doi:10.1016/S0950-0618(02)00042-9
[24] Fero, “Engineered Masonry Connectors and Accessories,” 2012. http://www.ferocorp.com
[25] R. A. McCann, “Architectural Precast Concrete Cladding Connections in High Seismic Areas,” Prestressed Con- crete Manufacturers Association of California (PCMAC) Technical Update, Glendale, 1995.
[26] J. Liang and A. M. Memari, “Finite Element Analysis of a Panelized Brick Veneer Wall System and Comparison with Wind Load Testing Results,” The Masonry Society Journal, Vol. 28, No. 1, 2010, pp. 7-28.
[27] American Society for Testing and Materials (ASTM) International, “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, ASTM, West Conshohocken, 2000.
[28] American Society of Civil Engineers (ASCE), “Minimum Design Loads for Buildings and Other Structures,” ASCE 7-10, Reston, 2010.
[29] American Society for Testing and Materials (ASTM) International, “Standard Test Method for Water Penetration and Leakage through Masonry,” E 514-03c, Vol. 04.05, ASTM, West Conshohocken, 2005.
[30] American Architectural Manufacturers Association (AAMA), “Recommended Dynamic Test Method for Determining the Seismic Drift Causing Glass Fallout from a Wall System,” Publication No. AAMA 501.6-09, Des Plaines, 2009.
[31] D. R. Getz and A. M. Memari, “Static and Cyclic Racking Performance of Autoclaved Aerated Concrete Cladding Panels,” Journal of Architectural Engineering, Vol. 12, No. 1, 2006, pp. 12-23. doi:10.1061/(ASCE)1076-0431(2006)12:1(12)
[32] American Society for Testing and Materials (ASTM) International, “Standard Test Methods of Conducting Strength Tests of Panels for Building Construction,” E72-05, Vol. 04.11, ASTM, West Conshohocken, 2005.
[33] American Society for Testing and Materials (ASTM) International, “Standard Practice for Static Load Test for Shear Resistance of Framed Walls for Buildings,” E564-06, Vol. 04.11, ASTM, West Conshohocken, 2006.
[34] Hohmann and Barnard, “Hohmann and Barnard Inc.,” 2012. www.h-b.com
[35] N. Taly, “Design of Reinforced Masonry Structures,” McGraw-Hill, New York, 2000.
[36] M. Aliaari and A. M. Memari, “Experimental Evaluation of a Sacrificial Seismic Fuse Device for Masonry Infill Walls,” ASCE Journal of Architectural Engineering, Vol. 13, No. 2, 2007, pp. 111-125. doi:10.1061/(ASCE)1076-0431(2007)13:2(111)

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