Structural Assessment of a Transparent Wall Panel with Load-Bearing Backup Framing and Polycarbonate Sheathing for Residential Construction
Publication: Journal of Architectural Engineering
Volume 18, Issue 4
Abstract
A new type of wall system for use in light-frame construction has recently been developed at Penn State University to allow for maximum daylighting and the use of glazing integrated photovoltaics to generate electricity. One structural option of the proposed wall system employs structural steel tubing to form the gravity load-bearing frame and polycarbonate sheets to perform the sheathing function. The exterior skin of the wall consists of a glazing system, which includes aluminum framing and glass panes that incorporate photovoltaics. Preliminary structural tests are presented to show the gravity load carrying capacity of the steel framing and in-plane lateral load carrying capacity of the polycarbonate sheathing. Similar tests were also carried out on conventional wood-frame panels to serve as benchmarks for evaluation of the proposed system. This paper mainly focuses on the structural system and provides a summary of the structural test results, which show that the proposed system can provide gravity and lateral load resistance. The results of this investigation also identify the need for follow-up studies to optimize the proposed design for cost effectiveness and increased thermal insulation.
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Acknowledgments
We acknowledge partial support of the research by the American Institute of Steel Construction (AISC), Metals USA, and Milton Steel. The views and opinions expressed are those of the authors only and do not necessarily reflect the views of those who provided support for the research.
References
American Forest and Paper Association (AFPA). (2005). National design specification (NDS) for wood construction, Washington, DC.
Arnold, C. (2002). “United States wood frame house construction.” Proc., 7th U.S. National Conf. on Earthquake Engineering (7NCEE), Earthquake Engineering Research Institute (EERI), Oakland, CA, 1–9.
ASTM. (2006). “Standard test methods for cyclic load test for shear resistance of vertical elements of the lateral force resisting systems for buildings.” ASTM E-2126, West Conshohocken, PA.
Berman, J. W., and Bruneau, M. (2005). “Experimental investigation of light-gauge steel plate shear walls.” J. Struct. Eng., 131(2), 259–267.
Collins, M., Kasal, N., Paevere, P., and Foliente, G. C. (2005). “Three-dimensional model of light frame wood buildings. II: Experimental investigation and validation of analytical model.” J. Struct. Eng., 131(4), 684–692.
Della Corte, G., Fiorino, L., and Landolfo, R. (2006). “Seismic behavior of sheathed cold-formed structures: Numerical study.” J. Struct. Eng., 132(4), 558–569.
Dinehart, D. W., and Shenton III, H. W. (1998). “Comparison of static and dynamic response of timber shear walls.” J. Struct. Eng., 124(6), 686–695.
Donovan, L. T., and Memari, A. M. (2011). “Determination of seismic performance factors for structural insulated panel shear walls based on FEMA P695 methodology.” PHRC Research Series Rep. No. 110, Pennsylvania Housing Research Center, University Park, PA.
Durham, J., Lam, F., and Prion, H. G. L. (2001). “Seismic resistance of wood shear walls with large OSB panels.” J. Struct. Eng., 127(12), 1460–1466.
Ficcadenti, S., Steiner, M., Pardoen, G., and Kazanjy, R. (1998). “Cyclic load testing of wood-framed, plywood sheathed shear walls using ASTM E564 and three loading sequences.” 6th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute (EERI), Oakland, CA.
Gatto, K., and Uang, C.-M. (2003). “Effects of loading protocol on the cyclic response of woodframe shearwalls.” J. Struct. Eng., 129(10), 1384–1393.
Goetzl, A., and McKeever, D. B. (1999). “Building codes—Obstacles or opportunities?” Forest Products J., 49(9), 12–22.
Fulop, L. A., and Dubina, D. (2006). “Design criteria for seam and sheeting-to-framing connections of cold-formed steel shear panels.” J. Struct. Eng., 132(4), 582–590.
He, M., Lam, F., and Prion, H. G. L. (1998). “Influence of cyclic test protocols on performance of wood-based shear walls.” Can. J. Civ. Eng., 25(2), 539–550.
International Code Council (ICC). (2006). International residential code for one and two family dwellings, Washington, DC.
International Organization for Standardization (ISO). (2003). “Timber structures—Joints made with mechanical fasteners—Quasi-static reversed-cyclic test method.” ISO/TC 165 WD 16670, Geneva.
Judd, J. P., and Fonseca, F. S. (2002). “Strength and behavior of hybrid diaphragms.” J. Compos. Constr., 6(4), 215–223.
Judd, J. P., and Fonseca, F. S. (2005). “Analytical model for sheathing-to-framing connections in wood shear walls and diaphragms.” J. Struct. Eng., 131(2), 345–352.
Krawinkler, H., Parisi, F., Ibarra, L., Ayoub, A., and Medina, R. (2001). Development of a testing protocol for woodframe structures, CUREE-Caltech Woodframe Project, Stanford, CA.
LaBoube, R. A., and Sokol, M. A. (2002). “Behavior of screw connections in residential construction.” J. Struct. Eng., 128(1), 115–118.
LabVIEW 7.0 [Computer software]. Austin, TX, National Instruments.
Landolfo, R., Fiorino, L., and Della Corte, G. (2006). “Seismic behavior of sheathed cold-formed structures: Physical tests.” J. Struct. Eng., 132(4), 570–581.
Marxhausen, P. D., and Stalnaker, J. J. (2006). “Buckling of conventionally sheathed stud walls.” J. Struct. Eng., 132(5), 745–750.
Memari, A. M., Kasal, B., Manbeck, H. B., and Adam, A. R. (2009). “Lateral load resistance evaluation of wood and steel stud partition shear walls.” J. Archit. Eng., 15(4), 122–130.
Miller, T. H., and Pekoz, T. (1993). “Behavior of cold-formed steel wall stud assemblies.” J. Struct. Eng., 119(2), 641–651.
Miller, T. H., and Pekoz, T. (1994). “Behavior of gypsum-sheathed cold-formed steel wall studs.” J. Struct. Eng., 120(5), 1644–1650.
Modern Plastics. (2007). “Modern Plastics, Inc.” 〈http://www.modernplastics.com/lexan-polycarbonate-sheets-c-107.html〉 (Jul. 18, 2011).
Naeim, F. (2001). The sesimic design handbook, 2nd Ed., Springer, New York.
Ni, C., and Karacabeyli, E. (2007). “Performance of shear walls with diagonal or transverse lumber sheathing.” J. Struct. Eng., 133(12), 1832–1842.
Paevere, P. J., Foliente, G. C., and Kasal, B. (2003). “Load-sharing and redistribution in a one-story woodframe building.” J. Struct. Eng., 129(9), 1275–1284.
Pei, S., and van de Lindt, J. W. (2007). User’s manual for SAPWood for Windows: Seismic analysis package for woodframe structures, Colorado State Univ., Fort Collins, CO.
Rosowsky, D. V., and Reinhold, T. A. (1999). “Rate-of-load and duration-of-load effects for wood fasteners.” J. Struct. Eng., 125(7), 719–724.
Serrette, R. L., Encalada, J., Juadines, M., and Nguyen, H. (1997). “Static racking behavior of plywood, OSB, gypsum, and fiberbond walls with metal framing.” J. Struct. Eng., 123(8), 1079–1086.
Sheffield Plastics. (2003). Makrolon polycarbonate sheet: Fabrication guide, Sheffield Plastics, Sheffield, MA.
Sheffield Plastics. (2004). “Makrolon polycarbonate sheets.” 〈http://www.curbellplastics.com/technical-resources/pdf/polycarbonate-architect-glazing-makrolon.pdf〉 (Jul. 18, 2011).
Standley, J. A. (2009). “Development of a transparent sustainable wall system with load bearing backup framing for residential construction.” M.S. thesis, The Pennsylvania State Univ., University Park, PA.
Standley, J. A., and Memari, A. M. (2010). “Development of a transparent sustainable wall system with load bearing backup framing for residential construction.” 6th Int. Conf. on Innovation in Architecture, Engineering and Construction (AEC), Dept. of Architectural Engineering, University Park, PA.
Telue, Y., and Mahendran, M. (2001). “Behaviour of cold-formed steel wall frames lined with plasterboard.” J. Construct. Steel Res., 57(4), 435–452.
Tian, Y. S., Wang, J., Lu, T. J., and Barlow, C. Y. (2004). “An experimental study on the axial behaviour of cold-formed steel wall studs and panels.” Thin-Walled Struct., 42(4), 557–573.
U.S. Department of Energy (DOE). (2006). Buildings energy data book, D&R International, Silver Spring, MD.
Wang, C.-H., and Foliente, G. C. (2006). “Seismic reliability of low-rise nonsymmetric woodframe buildings.” J. Struct. Eng., 132(5), 733–744.
Winter, S. (2008). “Green residential building in North America: A perspective from the United States.” Green building in North America, 〈http://www.cec.org/Storage/61/5380_GBPaper4b_en.pdf〉 (Jul. 18, 2011).
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© 2012 American Society of Civil Engineers.
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Received: Mar 10, 2011
Accepted: Mar 12, 2012
Published online: Nov 15, 2012
Published in print: Dec 1, 2012
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