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Volumn 1, Issue 4, 1997, Pages 721-745

Seismic torsional effects on ductile structural wall systems

Author keywords

Displacement ductility demands and capacities; Earthquake induced torsion; Seismic response of buildings

Indexed keywords


EID: 0031314615     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469708962385     Document Type: Article
Times cited : (38)

References (12)
  • 1
    • 0001796736 scopus 로고    scopus 로고
    • Seismic torsional response: Assumptions, controversies and research progress
    • Chandler, A. M., Duan, X. N. and Rutenberg, A. [1996] “Seismic torsional response: Assumptions, controversies and research progress,” Euro. Earthq. Engrg. 1, 37-51.
    • (1996) Euro. Earthq. Engrg. , vol.1 , pp. 37-51
    • Chandler, A.M.1    Duan, X.N.2    Rutenberg, A.3
  • 2
    • 0026370831 scopus 로고
    • Evaluation of torsional provisions in seismic codes
    • Chopra, A. K. and Goel, K. R. [1991] “Evaluation of torsional provisions in seismic codes,” J. Struc. Engrg. ASCE 117(12), 3762-3782.
    • (1991) J. Struc. Engrg. ASCE , vol.117 , Issue.12 , pp. 3762-3782
    • Chopra, A.K.1    Goel, K.R.2
  • 3
    • 0029416501 scopus 로고
    • Understanding of inelastic seismic behaviour of asymmetric-plan buildings
    • De La Llera, J. and Chopra, A. [1995] “Understanding of inelastic seismic behaviour of asymmetric-plan buildings,” Earthq. Engrg. and Struc. Dyn. 24, 549-572.
    • (1995) Earthq. Engrg. And Struc. Dyn. , vol.24 , pp. 549-572
    • De La Llera, J.1    Chopra, A.2
  • 4
    • 0025573905 scopus 로고
    • Inelastic seismic response of one-storey, asymmetric plan system: Effects of stiffness and strength distribution
    • Goel, K. R. and Chopra, A. K. [1990] “Inelastic seismic response of one-storey, asymmetric plan system: Effects of stiffness and strength distribution,” Earthq. Engrg. and Struc. Dyn. 19, 949-970.
    • (1990) Earthq. Engrg. And Struc. Dyn. , vol.19 , pp. 949-970
    • Goel, K.R.1    Chopra, A.K.2
  • 6
    • 85023914759 scopus 로고
    • Concrete Structures Standard Part 1 — The design of concrete structures
    • Standards New Zealand, Wellington)
    • NZS 3101 [1995] Concrete Structures Standard Part 1 — The design of concrete structures, Part 2 — Commentary on the design of concrete structures. (Standards New Zealand, Wellington).
    • (1995) Part 2 — Commentary on the Design of Concrete Structures
  • 8
    • 0030235170 scopus 로고    scopus 로고
    • Seismic design for torsional response of ductile buildings
    • Paulay, T. [1996] “Seismic design for torsional response of ductile buildings,” Bull. New Zealand Natl. Soc. for Earthq. Engrg. 29(3), 178-198.
    • (1996) Bull. New Zealand Natl. Soc. For Earthq. Engrg. , vol.29 , Issue.3 , pp. 178-198
    • Paulay, T.1
  • 10
    • 0007818207 scopus 로고
    • Nonlinear response of asymmetric building structures and seismic codes: A state of the art review
    • Fajfar, P. and Krawinkler, H. (Elsevier Applied Science, London)
    • Rutenberg, A. [1992] “Nonlinear response of asymmetric building structures and seismic codes: A state of the art review,” Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings, eds. Fajfar, P. and Krawinkler, H. (Elsevier Applied Science, London), pp. 281-305.
    • (1992) Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings , pp. 281-305
    • Rutenberg, A.1
  • 12
    • 0027610486 scopus 로고
    • An evaluation of the New Zealand code torsional provision
    • Tso, W. K. and Wong, C. M. [1993] “An evaluation of the New Zealand code torsional provision,” Bull. New Zealand Natl. Soc. for Earthq. Engrg. 26(2), 194-207.
    • (1993) Bull. New Zealand Natl. Soc. For Earthq. Engrg. , vol.26 , Issue.2 , pp. 194-207
    • Tso, W.K.1    Wong, C.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.