메뉴 건너뛰기




Volumn 33, Issue 5, 2006, Pages 561-572

Testing of light-gauge steel-frame - Wood structural panel shear walls

Author keywords

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

Indexed keywords

PLYWOOD; SOFTWOODS; STEEL; STRUCTURAL DESIGN; STRUCTURAL FRAMES; STRUCTURAL PANELS; TESTING;

EID: 33748993991     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L06-014     Document Type: Article
Times cited : (55)

References (45)
  • 1
    • 33645165553 scopus 로고    scopus 로고
    • Standard for cold-formed steel framing - Lateral design
    • AISI. American Iron and Steel Institute (AISI), Washington, D.C
    • AISI. 2004. Standard for cold-formed steel framing - lateral design. American Iron and Steel Institute (AISI), Washington, D.C.
    • (2004)
  • 2
    • 84920100849 scopus 로고    scopus 로고
    • Performance standards and qualification policy for structural-use panels
    • APA-EWA. American Plywood Association - Engineered Wood Association, Tacoma, Wash
    • APA-EWA. 2001. Performance standards and qualification policy for structural-use panels. American Plywood Association - Engineered Wood Association, Tacoma, Wash.
    • (2001)
  • 3
    • 0003606765 scopus 로고    scopus 로고
    • Standard test methods for evaluating properties of wood-base fiber and particle panel materials - Edgewise
    • ASTM. shear ASTM standard D1037, American Society for Testing and Materials, West Conshohocken, Pa
    • ASTM. 1999. Standard test methods for evaluating properties of wood-base fiber and particle panel materials - edgewise shear. ASTM standard D1037, American Society for Testing and Materials, West Conshohocken, Pa.
    • (1999)
  • 4
    • 67849094220 scopus 로고    scopus 로고
    • Standard specification for structural bolts, steel, heat treated 120/105 ksi minimum tensile strength
    • ASTM. ASTM standard A325, American Society for Testing and Materials, West Conshohocken, Pa
    • 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, West Conshohocken, Pa.
    • (2002)
  • 5
    • 0004780882 scopus 로고    scopus 로고
    • Standard test methods and definitions for mechanical testing of steel products
    • ASTM. ASTM standard A370, American Society for Testing and Materials, West Conshohocken, Pa
    • ASTM. 2002b. Standard test methods and definitions for mechanical testing of steel products. ASTM standard A370, American Society for Testing and Materials, West Conshohocken, Pa.
    • (2002)
  • 6
    • 0006514848 scopus 로고    scopus 로고
    • Standard specification for steel sheet, zinc-coated (galvanized) or zinc-iron alloy-coated (galvannealed) by the hot-dip process
    • ASTM. ASTM standard A653, American Society for Testing and Materials, West Conshohocken, Pa
    • ASTM. 2002c. 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, West Conshohocken, Pa.
    • (2002)
  • 7
    • 29144467525 scopus 로고    scopus 로고
    • Standard specification for carbon steel bolts and studs, 60 000 psi tensile strength
    • ASTM. ASTM standard A307, American Society for Testing and Materials, West Conshohocken, Pa
    • ASTM. 2003. Standard specification for carbon steel bolts and studs, 60 000 psi tensile strength. ASTM standard A307, American Society for Testing and Materials, West Conshohocken, Pa.
    • (2003)
  • 8
    • 33749037570 scopus 로고    scopus 로고
    • Standard test methods for cyclic (reversed) load test for shear resistance of framed walls for buildings
    • ASTM. ASTM standard E2126, American Society for Testing and Materials, West Conshohocken, Pa
    • 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, West Conshohocken, Pa.
    • (2005)
  • 9
    • 33749000159 scopus 로고    scopus 로고
    • Seismic analysis of steel frame / wood panel shear walls
    • M.Eng. thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que
    • 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.
    • (2005)
    • Boudreault, F.A.1
  • 10
    • 33645155181 scopus 로고    scopus 로고
    • 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
    • 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.
    • (2004)
    • Branston, A.E.1
  • 11
    • 33749018380 scopus 로고    scopus 로고
    • 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
    • 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.
    • (2004)
    • Branston, A.E.1    Boudreault, F.A.2    Chen, C.Y.3    Rogers, C.A.4
  • 12
    • 33749015858 scopus 로고    scopus 로고
    • Testing and performance of steel frame / wood panel shear walls
    • M.Eng. thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que
    • 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.
    • (2004)
    • Chen, C.Y.1
  • 14
    • 33748996934 scopus 로고
    • Douglas fir plywood
    • CSA. Standard CSA-O121, Canadian Standards Association (CSA), Mississauga, Ont
    • CSA. 1978a. Douglas fir plywood. Standard CSA-O121, Canadian Standards Association (CSA), Mississauga, Ont.
    • (1978)
  • 15
    • 33749033516 scopus 로고
    • Canadian softwood plywood
    • CSA. Standard CSA-O151, Canadian Standards Association (CSA), Mississauga, Ont
    • CSA. 1978b. Canadian softwood plywood. Standard CSA-O151, Canadian Standards Association (CSA), Mississauga, Ont.
    • (1978)
  • 16
    • 33748992741 scopus 로고
    • Construction sheathing
    • CSA. Standard CSA-O325, Canadian Standards Association (CSA), Mississauga, Ont
    • CSA. 1992. Construction sheathing. Standard CSA-O325, Canadian Standards Association (CSA), Mississauga, Ont.
    • (1992)
  • 17
    • 0003542817 scopus 로고    scopus 로고
    • North American specification for the design of cold-formed steel structural members
    • CSA. Standard CSA-S136, Canadian Standards Association (CSA), Mississauga, Ont
    • CSA. 2001. North American specification for the design of cold-formed steel structural members. Standard CSA-S136, Canadian Standards Association (CSA), Mississauga, Ont.
    • (2001)
  • 18
    • 33748990748 scopus 로고
    • Low-rise residential construction details
    • CSSBI. Canadian Sheet Steel Building Institute (CSSBI), Cambridge, Ont
    • CSSBI. 1994. Low-rise residential construction details. Canadian Sheet Steel Building Institute (CSSBI), Cambridge, Ont.
    • (1994)
  • 19
    • 29044450648 scopus 로고    scopus 로고
    • Monotonic and cyclic tests of light-frame shear walls with various aspect ratios and tie-down restraints
    • Virginia Polytechnic Institute and State University, Blacksburg, Va. Report TE-2000-001
    • Dolan, J.D., and Easterling, W.S. 2000. Monotonic and cyclic tests of light-frame shear walls with various aspect ratios and tie-down restraints. Virginia Polytechnic Institute and State University, Blacksburg, Va. Report TE-2000-001.
    • (2000)
    • Dolan, J.D.1    Easterling, W.S.2
  • 20
    • 0042354734 scopus 로고    scopus 로고
    • Overview of seismic provisions of the proposed 2005 edition of the National Building Code of Canada
    • 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.
    • (2003) Canadian Journal of Civil Engineering , vol.30 , Issue.2 , pp. 241-254
    • Heidebrecht, A.C.1
  • 22
    • 0003826055 scopus 로고    scopus 로고
    • International building code 2000
    • ICC. 3rd printing. International Code Council (ICC), Falls Church, Va
    • ICC. 2000. International building code 2000. 3rd printing. International Code Council (ICC), Falls Church, Va.
    • (2000)
  • 23
    • 84870040786 scopus 로고    scopus 로고
    • Canadian woodframe house construction
    • Canada Mortgage and Housing Corporation (CMHC), Ottawa, Ont
    • Kesik, T.J., and Lio, M. 1997. Canadian woodframe house construction. Canada Mortgage and Housing Corporation (CMHC), Ottawa, Ont.
    • (1997)
    • Kesik, T.J.1    Lio, M.2
  • 24
    • 33749003331 scopus 로고
    • Shear resistance of walls with steel studs
    • American Iron and Steel Institute (AISI), Washington, D.C. Report CF 92-2
    • Klippstein, K.H., and Tarpy, T.S. 1992. Shear resistance of walls with steel studs. American Iron and Steel Institute (AISI), Washington, D.C. Report CF 92-2.
    • (1992)
    • Klippstein, K.H.1    Tarpy, T.S.2
  • 25
    • 0004143058 scopus 로고    scopus 로고
    • Development of a testing protocol for woodframe structures
    • Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, Calif. Report W-02
    • Krawinkler, H., Parisi, F., Ibarra, L., Ayoub, A., and Medina, R. 2000. Development of a testing protocol for woodframe structures. Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, Calif. Report W-02.
    • (2000)
    • Krawinkler, H.1    Parisi, F.2    Ibarra, L.3    Ayoub, A.4    Medina, R.5
  • 26
    • 33749037021 scopus 로고
    • Shear resistance tests of steel-stud wall panels
    • M.Eng. thesis, Department of Civil Engineering, Vanderbilt University, Nashville, Tenn
    • McCreless, C.S. 1977. Shear resistance tests of steel-stud wall panels. M.Eng. thesis, Department of Civil Engineering, Vanderbilt University, Nashville, Tenn.
    • (1977)
    • McCreless, C.S.1
  • 27
    • 0018212913 scopus 로고
    • Experimental investigation of steel stud shear wall diaphragms
    • In St. Louis, Missouri, 1-2 June 1978. Edited by W.-W. Yu and J.H. Senne. Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Mo
    • McCreless, C.S., and Tarpy, T.S. 1978. Experimental investigation of steel stud shear wall diaphragms. In Proceedings of the 4th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, Missouri, 1-2 June 1978. Edited by W.-W. Yu and J.H. Senne. Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Mo. pp. 647-672.
    • (1978) Proceedings of the 4th International Specialty Conference on Cold-Formed Steel Structures , pp. 647-672
    • McCreless, C.S.1    Tarpy, T.S.2
  • 28
    • 32944460778 scopus 로고    scopus 로고
    • National building code of Canada
    • NRCC. National Research Council of Canada, Ottawa, Ont
    • NRCC. 2005. National building code of Canada. National Research Council of Canada, Ottawa, Ont.
    • (2005)
  • 29
    • 33749021516 scopus 로고    scopus 로고
    • Evaluation of connection performance for steel frame / wood panel shear walls
    • Research Report, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que
    • Okasha, A.F., and Rogers, C.A. 2004. Evaluation of connection performance for steel frame / wood panel shear walls. Research Report, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que.
    • (2004)
    • Okasha, A.F.1    Rogers, C.A.2
  • 30
    • 0345802591 scopus 로고
    • Sequential phased displacement (SPD) procedure for TCCMAR testing
    • In U.S.-Japan Coordinated Earthquake Research Program, Tomamu, Japan, The Masonry Society, Boulder, Colo
    • 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.
    • (1987) Proceedings of the 3rd Meeting of the Joint Technical Coordinating Committee on Masonry Research
    • Porter, M.L.1
  • 31
    • 0347822981 scopus 로고    scopus 로고
    • Standard method of cyclic (reversed) load test for shear resistance of framed walls for buildings
    • SEAOSC. Structural Engineers Association of Southern California (SEAOSC), Whittier, Calif
    • 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.
    • (1997)
  • 32
    • 0030128103 scopus 로고    scopus 로고
    • Shear resistance of gypsum-sheathed light-gauge steel stud walls
    • Serrette, R., and Ogunfunmi, K. 1996. Shear resistance of gypsum-sheathed light-gauge steel stud walls. ASCE Journal of Structural Engineering, 122(4): 383-389.
    • (1996) ASCE Journal of Structural Engineering , vol.122 , Issue.4 , pp. 383-389
    • Serrette, R.1    Ogunfunmi, K.2
  • 33
    • 3042515266 scopus 로고    scopus 로고
    • Dynamic performance of light gauge steel framed shear walls
    • In St. Louis, Missouri, 17-18 October 1996. Edited by W.-W. Yu and R.A. LaBoube. Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Mo
    • Serrette, R.L., Hall, G., and Nguyen, H. 1996a. Dynamic performance of light gauge steel framed shear walls. In Proceedings of the 13th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, Missouri, 17-18 October 1996. Edited by W.-W. Yu and R.A. LaBoube. Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Mo. pp. 487-498.
    • (1996) Proceedings of the 13th International Specialty Conference on Cold-Formed Steel Structures , pp. 487-498
    • Serrette, R.L.1    Hall, G.2    Nguyen, H.3
  • 34
    • 0344427055 scopus 로고    scopus 로고
    • Shear wall values for light weight steel framing
    • Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, Calif. Report LGSRG-3-96
    • Serrette, R., Nguyen, H., and Hall, G. 1996b. Shear wall values for light weight steel framing. Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, Calif. Report LGSRG-3-96.
    • (1996)
    • Serrette, R.1    Nguyen, H.2    Hall, G.3
  • 35
    • 3042616136 scopus 로고    scopus 로고
    • Additional shear wall values for light weight steel framing
    • Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, Calif. Report LGSRG-1-97
    • Serrette, R.L., Encalada, J., Hall, G., Matchen, B, Nguyen, H., and Williams, A. 1997a. Additional shear wall values for light weight steel framing. Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, Calif. Report LGSRG-1-97.
    • (1997)
    • Serrette, R.L.1    Encalada, J.2    Hall, G.3    Matchen, B.4    Nguyen, H.5    Williams, A.6
  • 36
    • 0031210937 scopus 로고    scopus 로고
    • Static racking behaviour of plywood, OSB, gypsum, and fiberbond walls with metal framing
    • Serrette, R.L., Encalada, J., Juadines, M., and Nguyen, H. 1997b. Static racking behaviour of plywood, OSB, gypsum, and fiberbond walls with metal framing. ASCE Journal of Structural Engineering, 123(8): 1079-1086.
    • (1997) ASCE Journal of Structural Engineering , vol.123 , Issue.8 , pp. 1079-1086
    • Serrette, R.L.1    Encalada, J.2    Juadines, M.3    Nguyen, H.4
  • 37
    • 33645144387 scopus 로고    scopus 로고
    • Performance of cold-formed steel-framed shear walls: Alternative configurations
    • Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, Calif. Report LGSRG-06-02
    • Serrette, R., Morgan, K.A., and Sorhouet, M.A. 2002. Performance of cold-formed steel-framed shear walls: alternative configurations. Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, Calif. Report LGSRG-06-02.
    • (2002)
    • Serrette, R.1    Morgan, K.A.2    Sorhouet, M.A.3
  • 38
    • 33748996644 scopus 로고    scopus 로고
    • Light gauge steel construction connectors
    • Simpson Strong-Tie Co., Inc. Simpson Strong-Tie Co., Inc., Dublin, Calif
    • Simpson Strong-Tie Co., Inc. 2001. Light gauge steel construction connectors. Simpson Strong-Tie Co., Inc., Dublin, Calif.
    • (2001)
  • 39
    • 33749019232 scopus 로고    scopus 로고
    • Grabber superdrive construction products
    • SuperDrive. [on-line]. Available from [accessed 1 June 2004]
    • SuperDrive. 2003. Grabber superdrive construction products [on-line]. Available from http://www.superdrive.info [accessed 1 June 2004].
    • (2003)
  • 40
    • 0019245897 scopus 로고
    • Shear resistance of steel-stud walls panels
    • In St. Louis, Missouri, 18-19 November 1980. Edited by W.-W. Yu and J.H. Senne. Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Mo
    • Tarpy, T.S. 1980. Shear resistance of steel-stud walls panels. In Proceedings of the 5th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, Missouri, 18-19 November 1980. Edited by W.-W. Yu and J.H. Senne. Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Mo. pp. 331-348.
    • (1980) Proceedings of the 5th International Specialty Conference on Cold-Formed Steel Structures , pp. 331-348
    • Tarpy, T.S.1
  • 41
    • 33645132089 scopus 로고
    • Shear resistance of steel-stud wall panels
    • In St. Louis, Missouri, 16-17 November 1982. Edited by W.-W. Yu and J.H. Senne. Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Mo
    • Tarpy, T.S., and Girard, J.D. 1982. Shear resistance of steel-stud wall panels. In Proceedings of the 6th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, Missouri, 16-17 November 1982. Edited by W.-W. Yu and J.H. Senne. Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Mo. pp. 449-465.
    • (1982) Proceedings of the 6th International Specialty Conference on Cold-Formed Steel Structures , pp. 449-465
    • Tarpy, T.S.1    Girard, J.D.2
  • 42
    • 33749038780 scopus 로고
    • Shear resistance of steel-stud wall panels with large aspect ratios
    • Department of Civil Engineering, Vanderbilt University, Nashville, Tenn. Report CEUSS-2
    • Tarpy, T.S., and McBrearty, A.R. 1978. Shear resistance of steel-stud wall panels with large aspect ratios. Department of Civil Engineering, Vanderbilt University, Nashville, Tenn. Report CEUSS-2.
    • (1978)
    • Tarpy, T.S.1    McBrearty, A.R.2
  • 43
    • 33749028859 scopus 로고
    • Shear resistance tests on steel-stud wall panels
    • Department of Civil Engineering, Vanderbilt University, Nashville, Tenn
    • Tarpy, T.S., and McCreless, C.S. 1976. Shear resistance tests on steel-stud wall panels. Department of Civil Engineering, Vanderbilt University, Nashville, Tenn.
    • (1976)
    • Tarpy, T.S.1    McCreless, C.S.2
  • 44
    • 13944271167 scopus 로고
    • Wood structural panel shear walls
    • American Plywood Association (APA) - The Engineered Wood Association, Tacoma, Wash. Report 154
    • Tissell, J.R. 1993. Wood structural panel shear walls. American Plywood Association (APA) - The Engineered Wood Association, Tacoma, Wash. Report 154.
    • (1993)
    • Tissell, J.R.1
  • 45
    • 33645140162 scopus 로고    scopus 로고
    • Cyclic performance of cold-formed steel stud shear walls
    • M.Eng. thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Que
    • 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.
    • (2002)
    • Zhao, Y.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.