Seismic force modification factors for light-gauge steel-frame - Wood structural panel shear walls

Canadian Journal of Civil Engineering

Volumn 34, Issue 1, 2007, Pages 56-65

  Boudreault, F A ^a   Blais, C ^a   Rogers, Colin A ^a  

^a MCGILL UNIVERSITY   (Canada)

Author keywords

Light gauge steel; R value; Seismic; Shear wall; Wood structural panel

Indexed keywords

BUILDING CODES; DUCTILITY; HAZARDS; SEISMIC DESIGN; SEISMIC RESPONSE; SHEAR STRENGTH; STEEL STRUCTURES; STIFFNESS; STRUCTURAL PANELS; WOODEN CONSTRUCTION;

EQUIVALENT ENERGY ELASTIC-PLASTIC APPROACH; LIGHT-GAUGE STEEL; UNIFORM HAZARD SPECTRUM; WOOD STRUCTURAL PANEL;

SHEAR WALLS;

BUILDING CODES; DUCTILITY; HAZARDS; SEISMIC DESIGN; SEISMIC RESPONSE; SHEAR STRENGTH; SHEAR WALLS; STEEL STRUCTURES; STIFFNESS; STRUCTURAL PANELS; WOODEN CONSTRUCTION;

BUILDING CODE; DESIGN METHOD; DUCTILITY; DYNAMIC ANALYSIS; SEISMIC DESIGN; SHEAR STRENGTH; STIFFNESS; STRUCTURAL COMPONENT;

BRITISH COLUMBIA; CANADA; NORTH AMERICA; VANCOUVER;

EID: 34250203578     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L06-097     Document Type: Article

References (23)

1. ASTM. 2002. Standard specification for steel sheet, zinc-coated (galvanized) or zinc-iron alloy-coated (galvannealed) by the hot-dip process. ASTM standard A653, American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
2. ASTM. 2005. Standard test methods for cyclic (reversed) load test for shear resistance of framed walls for buildings. ASTM standard E2126, American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
3. Blais, C. 2006. Testing and analysis of light gauge steel frame / 9mm OSB panel shear walls. M.Eng. thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que.
4. Blais, C., and Rogers, C.A. 2006. Testing and design of light-gauge steel-frame / 9mm OSB structural panel shear walls. In Proceedings of the 18th International Specialty Conference on Cold-Formed Steel Structures, Orlando, Fla., 26-27 October 2006. Edited by R.A. LaBoube and W.W. Yu. Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Mo. pp. 637-662.
5. Boudreault, F.A. 2005. Seismic analysis of steel frame / wood panel shear walls. M.Eng. thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que.
6. Branston, A.E. 2004. Development of a design methodology for steel frame / wood panel shear walls. M.Eng. thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que.
7. Branston, A.E., Boudreault, F.A., Chen, C.Y. and Rogers, C.A. 2006a. Light-gauge steel-frame - wood structural panel shear wall design method. Canadian Journal of Civil Engineering, 33(7): 872-889.
8. Branston, A.E., Chen, C.Y., Boudreault, F.A., and Rogers, C.A. 2006b. Testing of light-gauge steel-frame - wood structural panel shear walls. Canadian Journal of Civil Engineering, 33(5): 561-572.
9. Carr, A.J. 2000. RUAUMOKO - inelastic dynamic analysis. Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand.
10. Chen, C.Y. 2004. Testing and performance of steel frame / wood panel shear walls. M.Eng. thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que.
11. Chen, C.Y., Boudreault, F.A., Branston, A.E., and Rogers, C.A. 2006. Behaviour of light gauge steel-frame - wood structural panel shear walls. Canadian Journal of Civil Engineering, 33(5): 573-587.
12. CSA. 1978a. Douglas fir plywood. Standard CSA-O121, Canadian Standards Association (CSA), Mississauga, Ont.
13. CSA. 1978b. Canadian softwood plywood. Standard CSA-O151, Canadian Standards Association (CSA), Mississauga, Ont.
14. CSA. 1992. Construction sheathing. Standard CSA-O325, Canadian Standards Association (CSA), Mississauga, Ont.
15. CSA. 2001. North American specification for the design of coldformed steel structural members. Standard CSA-S136, Canadian Standards Association (CSA), Mississauga, Ont.
16. Foliente, G.C. 1996. Issues in seismic performance testing and evaluation of timber structural systems. In Proceedings of the International Wood Engineering Conference, New Orleans, La., 28-31 October 1996. Edited by V.K.A. Gopu. Forest Products Society, Madison, Wis. Vol. 1, pp. 29-36.
17. Krawinkler, H., Parisi, F., Ibarra, L., Ayoub, A., and Medina, R. 2000. Development of a testing protocol for woodframe structures. Report W-02, Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, Calif.
18. Mitchell, D., Tremblay, R., Karacabeyli, E., Paultre, P., Saatcioglu, M., and Anderson, D.L. 2003. Seismic force modification factors for the proposed 2005 edition of the National Building Code of Canada. Canadian Journal of Civil Engineering, 30(2): 308-327.
19. Newmark, N.M., and Hall, W.J. 1982. Earthquake spectra and design. Engineering Monograph MNO-3, Earthquake Engineering Research Institute (EERI), Berkeley, Calif.
20. NRCC. 2005. National building code of Canada. National Research Council Canada (NRCC), Ottawa, Ont.
21. Park, R. 1989. Evaluation of ductility of structures and structural assemblages from laboratory testing. Bulletin of the New Zealand National Society for Earthquake Engineering, 22(3): 155-166.
22. Rokas, D. 2006. Testing of light gauge steel frame / 9.5 mm CSP panel shear walls. M.Eng. project, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que.
23. Stewart, W.G. 1987. The seismic design of plywood sheathed shear walls. Ph.D. thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand.