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Volumn 126, Issue 4, 2000, Pages 453-460

Unstiffened steel plate shear wall performance under cyclic loading

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; BUILDINGS; CYCLIC LOADS; DEFORMATION; DUCTILITY; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); SHEAR STRENGTH; STEEL STRUCTURES; STEEL TESTING; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

EID: 0034171819     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:4(453)     Document Type: Article
Times cited : (281)

References (12)
  • 1
    • 0342341028 scopus 로고    scopus 로고
    • Steel plate shear wall design study
    • Dept. of Civ. Engrg., University of British Columbia, Vancouver
    • Anjam, R. (1997). " Steel plate shear wall design study." Res. Rep., Dept. of Civ. Engrg., University of British Columbia, Vancouver.
    • (1997) Res. Rep.
    • Anjam, R.1
  • 2
    • 0027541038 scopus 로고
    • Experimental study of thin steel-plate shear walls under cyclic load
    • ASCE
    • Caccese, V., Elgaaly, M., and Chen, R. (1993). "Experimental study of thin steel-plate shear walls under cyclic load." J. Struct. Engrg., ASCE, 119(2), 573-587.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.2 , pp. 573-587
    • Caccese, V.1    Elgaaly, M.2    Chen, R.3
  • 4
    • 0003690831 scopus 로고    scopus 로고
    • Seismic behaviour of steel plate shear walls
    • Dept. of Civ. and Envir. Engrg., University of Alberta, Edmonton, Alta., Canada
    • Driver, R. G., Kulak, G. L., Kennedy, DJ. L., and Elwi, A. E. (1997). "Seismic behaviour of steel plate shear walls." Struct. Engrg. Rep. 215, Dept. of Civ. and Envir. Engrg., University of Alberta, Edmonton, Alta., Canada.
    • (1997) Struct. Engrg. Rep. 215 , vol.215
    • Driver, R.G.1    Kulak, G.L.2    Kennedy, D.J.L.3    Elwi, A.E.4
  • 5
    • 0031274527 scopus 로고    scopus 로고
    • Analysis of thin-steel-plate shear walls
    • ASCE
    • Elgaaly, M., and Liu, Y. (1997). "Analysis of thin-steel-plate shear walls." J. Struct. Engrg., ASCE, 123(11), 1487-1496.
    • (1997) J. Struct. Engrg. , vol.123 , Issue.11 , pp. 1487-1496
    • Elgaaly, M.1    Liu, Y.2
  • 7
    • 0004077303 scopus 로고
    • CAN/CSA-S16.1-M94, Canadian Standards Association, Rexdale, Ontario, Canada
    • "Limit states design of steel structures." (1994). CAN/CSA-S16.1-M94, Canadian Standards Association, Rexdale, Ontario, Canada.
    • (1994) Limit States Design of Steel Structures
  • 10
    • 0342341027 scopus 로고    scopus 로고
    • Design procedures development, analytical verification, and cost evaluation of steel plate shear wall structures
    • Dept. of Civ. Engrg., University of British Columbia, Vancouver
    • Timler, P. A. (1998). "Design procedures development, analytical verification, and cost evaluation of steel plate shear wall structures." EERF Tech. Rep. No. 98-01, Dept. of Civ. Engrg., University of British Columbia, Vancouver.
    • (1998) EERF Tech. Rep. No. 98-01
    • Timler, P.A.1
  • 11
    • 85040302538 scopus 로고
    • Experimental study of steel plate shear walls
    • Dept. of Civ. Engrg., University of Alberta, Edmonton, Alta., Canada
    • Timler, P. A., and Kulak, G. L. (1983). "Experimental study of steel plate shear walls." Struct. Engrg. Rep. No. 114, Dept. of Civ. Engrg., University of Alberta, Edmonton, Alta., Canada.
    • (1983) Struct. Engrg. Rep. , vol.114
    • Timler, P.A.1    Kulak, G.L.2
  • 12
    • 0009436690 scopus 로고
    • Flat sheet metal girders with very thin webs, part I - General theories and assumptions
    • National Advisory Committee for Aeronautics, Washington, D.C.
    • Wagner, H. (1931). "Flat sheet metal girders with very thin webs, Part I - General theories and assumptions." Tech. Memo No. 604, National Advisory Committee for Aeronautics, Washington, D.C.
    • (1931) Tech. Memo No. 604 , vol.604
    • Wagner, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.