Light-gauge steel-frame - Wood structural panel shear wall design method

Canadian Journal of Civil Engineering

Volumn 33, Issue 7, 2006, Pages 872-889

  Branston, A E ^a   Boudreault, F A ^a   Chen, C Y ^a   Rogers, Colin A ^a  

^a MCGILL UNIVERSITY   (Canada)

Author keywords

Design; Earthquake; Light gauge steel; Shear wall; Wind; Wood structural panel

Indexed keywords

BUILDING CODES; DUCTILITY; EARTHQUAKE RESISTANCE; SHEAR STRENGTH; STEEL STRUCTURES; STIFFNESS; STRUCTURAL DESIGN; STRUCTURAL FRAMES; STRUCTURAL PANELS; WIND EFFECTS;

EQUIVALENT ENERGY ELASTIC-PLASTIC ANALYSIS; LIGHT-GAUGE STEEL; WOOD STRUCTURAL PANEL;

SHEAR WALLS;

BUILDING CODES; DUCTILITY; EARTHQUAKE RESISTANCE; SHEAR STRENGTH; SHEAR WALLS; STEEL STRUCTURES; STIFFNESS; STRUCTURAL DESIGN; STRUCTURAL FRAMES; STRUCTURAL PANELS; WIND EFFECTS;

SEISMIC DESIGN; STEEL; STRUCTURAL COMPONENT; WALL; WIND STRESS; WOOD;

EID: 33751376140     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L06-036     Document Type: Article

References (54)

1. AISL 2001a. North American specification for the design of cold-formed steel structural members. American Iron and Steel Institute (AISI), Washington, D.C.
2. AISL 2001b. Commentary on the 2001 edition of the North American specification for the design of cold-formed steel structural members. American Iron and Steel Institute (AISI), Washington, D.C.
3. AISI. 2004. Standard for cold-formed steel framing - lateral design. American Iron and Steel Institute (AISI), Washington, D.C.
4. ASTM. 2002a. Standard specification for structural bolts, steel, heat treated 120/105 ksi minimum tensile strength. ASTM standard A325, American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
5. ASTM. 2002b. Standard specification for steel sheet, zinc-coated (galvanized) or zinc-iron alloy-coated (galvannealed) by the hotdip process. ASTM standard A653, American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
6. ASTM. 2003. Standard specification for carbon steel bolts and studs, 60 000 psi tensile strength. ASTM standard A307, American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
7. ASTM. 2005. Standard test methods for cyclic (reversed) load test for shear resistance of framed walls for buildings. ASTM standard test method E2126, American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
8. Bartlett, F.M., Hong, H.P., and Zhou, W. 2003. Load factor calibration for the proposed 2005 edition of the National Building Code of Canada: Statistics of loads and load effects. Canadian Journal of Civil Engineering, 30(2): 429-439.
9. 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. Paper number 1305.
10. Boudreault, F.A., Blais, C., and Rogers, C.A. 2006. Seismic force modification factors for light-gauge steel frame / wood panel shear walls. In Proceedings of the 8th U.S. National Conference on Earthquake Engineering, San Francisco, Calif., 18-22 April 2006. Earthquake Engineering Research Institute (EERI), Oakland, Calif.
11. 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.
12. Branston, A.E., Boudreault, F.A., Chen, C.Y., and Rogers, C.A. 2004. Light gauge steel frame / wood panel shear wall test data: summer 2003. Research Report, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que.
13. Branston, A.E., Chen, C.Y., Boudreault, F.A., and Rogers, C.A. 2006. Testing of light-gauge steel-frame - wood structural panel shear walls. Canadian Journal of Civil Engineering, 33(5): 561-572.
14. 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.
15. 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.
16. CSA. 1978a. Douglas fir plywood. Standard CSA-O121, Canadian Standards Association (CSA), Mississauga, Ont.
17. CSA. 1978b. Canadian softwood plywood. Standard CSA-O151, Canadian Standards Association (CSA), Mississauga, Ont.
18. CSA. 1981. Guidelines for the development of limit states design. Standard CSA-S408, Canadian Standards Association (CSA), Mississauga, Ont.
19. CSA. 1992. Construction sheathing. Standard CSA-O325, Canadian Standards Association (CSA), Mississauga, Ont.
20. CSA. 2001a. Engineering design in wood. Standard CSA-O86, Canadian Standards Association (CSA), Mississauga, Ont.
21. CSA. 2001b. North American specification for the design of cold-formed steel structural members. Standard CSA-S136, Canadian Standards Association (CSA), Mississauga, Ont.
22. CWC. 2001. Wood design manual 2001. Canadian Wood Council (CWC), Ottawa, ON.
23. Dolan, J.D., and Heine, C.P. 1997a. Monotonic tests of wood-frame shear walls with various openings and base restraint configurations. Report TE-1997-001, Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
24. Dolan, J.D., and Heine, C.P. 1997b. Sequential phased displacement cyclic tests of wood-frame shear walls with various openings and base restraint configurations. Report TE-1997-002, Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
25. Dolan, J.D., and Heine, C.P. 1997c. Sequential phased displacement tests of wood-frame shear walls with corners. Report TE-1997-003, Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
26. Dolan, J.D., and Johnson, A.C. 1996a. Monotonic tests of long shear walls with openings. Report TE-1996-001, Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
27. Dolan, J.D., and Johnson, A.C. 1996b. Cyclic tests of long shear walls with openings. Report TE-1996-002, Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
28. 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.
29. Foschi, R.O. 1992. Reliability-based performance factors for OSB. Report prepared for the Structural Board Association (SBA), Toronto, Ont.
30. Gad, E.F., Chandler, A.M., Duffield, C.F., and Stark, G. 1999. Lateral behaviour of plasterboard-clad residential steel frames. ASCE Journal of Structural Engineering, 125(1): 32-39.
31. Ghosh, S.K., and Chittenden, R. 2001. 2000 IBC handbook - structural provisions. International Conference of Building Officials (ICBO), Whittier, Calif.
32. Heidebrecht, A.C. 2003. Overview of seismic provisions of the proposed 2005 edition of the National Building Code of Canada. Canadian Journal of Civil Engineering, 30(2): 241-254.
33. Heine, C.P. 1997. Effect of overturning restraint on the performance of fully sheathed and perforated timber framed shear walls. M.Sc. thesis, Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
34. ICC. 2000. International building code 2000. International Code Council (ICC), Falls Church, Va.
35. Johnson, A.C. 1997. Monotonic and cyclic performance of long shear walls with openings. M.Sc. thesis, Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
36. Johnson, A.C., and Dolan, J.D. 1996. Performance of long shear walls with openings. 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. 2, pp. 337-344.
37. Karacabeyli, E., and Lum, C. 1999. CSA-0325 OSB design values: strength and stiffness capacities (final report). Forintek Canada Corporation, Report prepared for the Structural Board Association (SBA), Toronto, Ont.
38. 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.
39. 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.
40. NRCC. 1995. National building code of Canada. National Research Council of Canada, Ottawa, Ont.
41. NRCC. 2005. National building code of Canada. National Research Council of Canada, Ottawa, Ont.
42. Parasin, A.V. 1988. Structural reliability analysis of plywood. Report 144, Council of Forest Industries of British Columbia (COFI), Vancouver, B.C.
43. 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.
44. Porter, M.L. 1987. Sequential phased displacement (SPD) procedure for TCCMAR testing. In Proceedings of the 3rd Meeting of the Joint Technical Coordinating Committee on Masonry Research, U.S.-Japan Coordinated Earthquake Research Program, Tomamu, Japan. The Masonry Society, Boulder, Colo.
45. Ravindra, M.K., and Galambos, T.V. 1978. Load and resistance factor design for steel. ASCE Journal of the Structural Division, 104(ST9): 1337-1353.
46. Salenikovich, A.J. 2000. The racking performance of light-frame shear walls. Ph.D. dissertation, Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
47. Salenikovich, A.J., and Dolan, J.D. 1999. Monotonic and cyclic tests of long steel-frame shear walls with openings. Report TE-1999-001, Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
48. Salenikovich, A.J., Dolan, J.D., and Easterling, W.S. 2000. Racking performance of long steel-frame shear walls. In Recent Research and Developments in Cold-formed Steel Design and Construction: Proceedings of the 15th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, Mo., 19-20 October 2000. Edited by R.A. LaBoube and W.-W. Yu. Department of Civil Engineering, University of Missouri-Rolla, Rolla, Mo. pp. 471-480.
49. SEAOSC. 1997. Standard method of cyclic (reversed) load test for shear resistance of framed walls for buildings. Structural Engineers Association of Southern California (SEAOSC), Whittier, Calif.
50. Serrette, R.L. 1998. Seismic design of light gauge steel structures: a discussion. In Recent Research and Developments in Cold-formed Steel Design and Construction: Proceedings of the 14th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, Mo., 15-16 October 1998. Edited by W.-W. Yu and R.A. LaBoube. Department of Civil Engineering, University of Missouri-Rolla, Rolla, Mo. pp. 351-356.
51. Serrette, R.L., and Ogunfunmi, K. 1996. Shear resistance of gypsum-sheathed light-gauge steel stud walls. ASCE Journal of Structural Engineering, 122(4): 383-389.
52. Serrette, R.L., Morgan, K.A., and Sorhouet, M.A. 2002. Performance of cold-formed steel-framed shear walls: alternative configurations. Report LGSRG-06-02, Department of Civil Engineering, Santa Clara University, Santa Clara, Calif.
53. Tarpy, T.S., and Girard, J.D. 1982. Shear resistance of steel-stud wall panels. In Recent Research and Developments in Cold-formed Steel Design and Construction: Proceedings of the 6th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, Mo., 16-17 November 1982. Edited by W.-W. Yu and J.H. Senne. Department of Civil Engineering, University of Missouri-Rolla, Rolla, Mo. pp. 449-465.
54. Zhao, Y. 2002. Cyclic performance of cold-formed steel stud shear walls. M.Eng. thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que.