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Volumn 22, Issue 7, 2000, Pages 857-871

Formulation of design eccentricity to reduce ductility demand in asymmetric buildings

Author keywords

Asymmetric buildings; Design criteria; Inelastic response

Indexed keywords

BUILDINGS; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; ELASTICITY; MODAL ANALYSIS;

EID: 0342657124     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(98)00064-9     Document Type: Article
Times cited : (24)

References (8)
  • 2
    • 0026897924 scopus 로고
    • Design of torsionally unbalanced structural systems based on code provisions. I: Ductility demand
    • Tso W.K., Zhu T.J. Design of torsionally unbalanced structural systems based on code provisions. I: ductility demand. Earthquake Engineering and Structural Dynamics. 21:1992;609-627.
    • (1992) Earthquake Engineering and Structural Dynamics , vol.21 , pp. 609-627
    • Tso, W.K.1    Zhu, T.J.2
  • 7
    • 0001796736 scopus 로고    scopus 로고
    • Seismic torsional response: Assumptions, controversies and research progress
    • Chandler A.M., Duan X.N., Rutenberg A. Seismic torsional response: assumptions, controversies and research progress. European Earthquake Engineering. 1:1996;37-51.
    • (1996) European Earthquake Engineering , vol.1 , pp. 37-51
    • Chandler, A.M.1    Duan, X.N.2    Rutenberg, A.3
  • 8
    • 0028977256 scopus 로고
    • Effective strength eccentricity concept for inelastic analysis of asymmetric structures
    • Mittal A.K., Jain A.K. Effective strength eccentricity concept for inelastic analysis of asymmetric structures. Earthquake Engineering and Structural Dynamics. 24:1995;69-84.
    • (1995) Earthquake Engineering and Structural Dynamics , vol.24 , pp. 69-84
    • Mittal, A.K.1    Jain, A.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.