메뉴 건너뛰기




Volumn , Issue , 2002, Pages 468-482

Preliminary R-values for seismic design of steel stud shear walls

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; DEFORMATION; EARTHQUAKE EFFECTS; GYPSUM; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; SEISMIC WAVES; STEEL STRUCTURES; STRESS ANALYSIS;

EID: 3042596864     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (6)

References (37)
  • 1
    • 0344858795 scopus 로고    scopus 로고
    • Publication RG-9804, American Iron and Steel Institute, Washington, USA
    • American Iron and Steel Institute, (1998). "Shear Wall Design Guide", Publication RG-9804, American Iron and Steel Institute, Washington, USA.
    • (1998) Shear Wall Design Guide
  • 4
    • 3042565953 scopus 로고    scopus 로고
    • 086-01. Toronto, Canada
    • Canadian Standards Association, 086-01. (2001). "Engineering Design in Wood", Toronto, Canada.
    • (2001) Engineering Design in Wood
  • 5
    • 0003531605 scopus 로고
    • Canadian Wood Council, Ottawa, Canada
    • Canadian Wood Council, (1995). "Wood Design Manual", Canadian Wood Council, Ottawa, Canada.
    • (1995) Wood Design Manual
  • 6
    • 3042612315 scopus 로고    scopus 로고
    • Canadian Wood Council, Ottawa, Canada
    • Canadian Wood Council, (2001). "Wood Design Manual", Canadian Wood Council, Ottawa, Canada.
    • (2001) Wood Design Manual
  • 8
    • 3042565958 scopus 로고    scopus 로고
    • Final Report to the City of Los Angeles Department of Building and Safety, Light Frame Test Committee Subcommittee of Research Committee, Structural Engineers Association of Southern California, Department of Civil and Environmental Engineering, University of California, Irvine, USA
    • COLA-UCI, (2001). "Report of a Testing Program of Light-Framed Walls with Wood-Sheathed Shear Panels", Final Report to the City of Los Angeles Department of Building and Safety, Light Frame Test Committee Subcommittee of Research Committee, Structural Engineers Association of Southern California, Department of Civil and Environmental Engineering, University of California, Irvine, USA.
    • (2001) Report of A Testing Program of Light-framed Walls with Wood-Sheathed Shear Panels
  • 16
    • 3042616082 scopus 로고    scopus 로고
    • Timber structures - Joints made with mechanical fasteners - Quasi-static reversed-cyclic test method
    • ISO TC 165
    • International Organization for Standardization (ISO), (1998). "Timber structures - Joints made with mechanical fasteners - Quasi-static reversed-cyclic test method". WG7 Draft, ISO TC 165.
    • (1998) WG7 Draft
  • 18
    • 0004062885 scopus 로고
    • Engineering Monograph, Earthquake Engineering Research Institute, Berkeley, USA
    • Newmark, N.M., Hall, W.J., (1982). "Earthquake Spectra and Design", Engineering Monograph, Earthquake Engineering Research Institute, Berkeley, USA.
    • (1982) Earthquake Spectra and Design
    • Newmark, N.M.1    Hall, W.J.2
  • 21
    • 0030685667 scopus 로고    scopus 로고
    • Behavior of cyclically loaded light gauge steel framed shear walls
    • Structural Engineering Institute ASCE, Portland, USA
    • Serrette, R.L., (1997). "Behavior of Cyclically Loaded Light Gauge Steel Framed Shear Walls", Proceedings of Structures Congress XV, Structural Engineering Institute ASCE, Portland, USA, 443-448.
    • (1997) Proceedings of Structures Congress XV , pp. 443-448
    • Serrette, R.L.1
  • 22
    • 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., Nguyen, H., (1997a). "Static Racking Behaviour of Plywood, OSB, Gypsum, and FiberBond Walls with Metal Framing", Journal of Structural Engineering, ASCE, 123(8), 1079-1086.
    • (1997) Journal of Structural Engineering, ASCE , vol.123 , Issue.8 , pp. 1079-1086
    • Serrette, R.L.1    Encalada, J.2    Juadines, M.3    Nguyen, H.4
  • 24
    • 0030128103 scopus 로고    scopus 로고
    • Shear resistance of gypsum-sheathed light-gauge steel stud walls
    • Serrette, R.L., Ogunfunmi, K., (1996). "Shear Resistance of Gypsum-Sheathed Light-Gauge Steel Stud Walls", Journal of Structural Engineering, ASCE, 122(4), 383-389.
    • (1996) Journal of Structural Engineering, ASCE , vol.122 , Issue.4 , pp. 383-389
    • Serrette, R.L.1    Ogunfunmi, K.2
  • 26
    • 0344427055 scopus 로고    scopus 로고
    • Report No. LGSRG-3-96, Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, USA
    • Serrette, R.L., Nguyen, H, Hall, G, (1996b). "Shear Wall Values for Light Weight Steel Framing", Report No. LGSRG-3-96, Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, USA.
    • (1996) Shear Wall Values for Light Weight Steel Framing
    • Serrette, R.L.1    Nguyen, H.2    Hall, G.3
  • 27
    • 3042659087 scopus 로고
    • Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, USA
    • Serrette, R.L., (1994). "Light Gauge Steel Shear Wall Tests", Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, USA.
    • (1994) Light Gauge Steel Shear Wall Tests
    • Serrette, R.L.1
  • 29
    • 4243387184 scopus 로고
    • Response of single-storey reinforced masonry shear walls to in-plane lateral loads
    • Report No. 3.1(a)-2, Department of Civil, Environmental, and Architectural Engineering, University of Colorado at Boulder, Boulder, USA
    • Shing, P.B., Noland, J.L., Spaeh, H., Klamerus, E.W., Schuller, M.P., (1991). "Response of Single-storey Reinforced Masonry Shear Walls to In-plane Lateral Loads", Report No. 3.1(a)-2, U.S.-Japan Coordinated Program for Masonry Building Research, Department of Civil, Environmental, and Architectural Engineering, University of Colorado at Boulder, Boulder, USA.
    • (1991) U.S.-Japan Coordinated Program for Masonry Building Research
    • Shing, P.B.1    Noland, J.L.2    Spaeh, H.3    Klamerus, E.W.4    Schuller, M.P.5
  • 32
    • 0003871458 scopus 로고    scopus 로고
    • Sacramento, USA
    • th Edition", Sacramento, USA.
    • (1996) th Edition
  • 35
    • 0028479758 scopus 로고
    • Deflection amplification factor for seismic design provisions
    • Uang, C.-M., (1994a). "Deflection Amplification Factor for Seismic Design Provisions", Journal of Structural Engineering, ASCE, 120(8), 2423-2436.
    • (1994) Journal of Structural Engineering, ASCE , vol.120 , Issue.8 , pp. 2423-2436
    • Uang, C.-M.1
  • 36
    • 3042569757 scopus 로고
    • Balancing structural strength and ductility requirement for seismic steel design
    • Uang, C.-M., (1994b). "Balancing Structural Strength and Ductility Requirement for Seismic Steel Design", National Steel Construction Conference, Vol. 24, 241-1-24-14.
    • (1994) National Steel Construction Conference , vol.24 , pp. 241-1
    • Uang, C.-M.1
  • 37
    • 33645140162 scopus 로고    scopus 로고
    • Master's Thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Canada
    • Zhao, Y., (2002). "Cyclic Performance of Steel Stud Shear Walls", Master's Thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Canada.
    • (2002) Cyclic Performance of Steel Stud Shear Walls
    • Zhao, Y.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.