메뉴 건너뛰기




Volumn 18, Issue 2, 2002, Pages 219-231

Static vs. modal analysis of asymmetric buildings: Effectiveness of dynamic eccentricity formulations

Author keywords

[No Author keywords available]

Indexed keywords

DUCTILITY; EARTHQUAKES; MODAL ANALYSIS; PARAMETER ESTIMATION; SEISMIC WAVES; STIFFNESS;

EID: 0036587064     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1494085     Document Type: Article
Times cited : (17)

References (16)
  • 1
    • 0031988194 scopus 로고    scopus 로고
    • Equivalent static eccentricities in the simplified methods of seismic analysis of buildings
    • Anastassiadis, K., Athanatopoulos, A., and Makarios, T., 1998. Equivalent static eccentricities in the simplified methods of seismic analysis of buildings, Earthquake Spectra 14, 1-34.
    • (1998) Earthquake Spectra , vol.14 , pp. 1-34
    • Anastassiadis, K.1    Athanatopoulos, A.2    Makarios, T.3
  • 5
    • 0022662068 scopus 로고
    • Eccentricity in irregular multistory buildings
    • Cheung, V. W. T., and Tso, W. K., 1986. Eccentricity in irregular multistory buildings, Can. J. Civ. Eng. 10, 46-52.
    • (1986) Can. J. Civ. Eng. , vol.10 , pp. 46-52
    • Cheung, V.W.T.1    Tso, W.K.2
  • 6
    • 12444295510 scopus 로고    scopus 로고
    • The approximate analysis of torsional effects in Eurocode 8. Assumptions, comparative calculations and proposals for improvement
    • Capri, Italy
    • Eibl, J., and Keintzel, E., 1996. The approximate analysis of torsional effects in Eurocode 8. Assumptions, comparative calculations and proposals for improvement, European Workshop on the Seismic Behaviour of Asymmetric and Set-back Structures, Capri, Italy.
    • (1996) European Workshop on the Seismic Behaviour of Asymmetric and Set-back Structures
    • Eibl, J.1    Keintzel, E.2
  • 7
    • 0010455463 scopus 로고
    • Comparison of modal analysis and equivalent lateral force procedure for seismic analysis of buildings
    • Fajfar, P., Jiang, Y., and Fischinger, M., 1988. Comparison of modal analysis and equivalent lateral force procedure for seismic analysis of buildings, Eur. Earthquake Eng. 2, 3-14.
    • (1988) Eur. Earthquake Eng. , vol.2 , pp. 3-14
    • Fajfar, P.1    Jiang, Y.2    Fischinger, M.3
  • 9
    • 84859523400 scopus 로고    scopus 로고
    • Seismic response of mono and bi-eccentric in-plan irregular systems
    • Istanbul Technical University
    • Ghersi, A., and Rossi, P. P., 1999. Seismic response of mono and bi-eccentric in-plan irregular systems, Irregular Structures, Istanbul Technical University, 209-222.
    • (1999) Irregular Structures , pp. 209-222
    • Ghersi, A.1    Rossi, P.P.2
  • 10
    • 0342657124 scopus 로고    scopus 로고
    • Formulation of design eccentricity to reduce ductility demand in asymmetric buildings
    • Elsevier Science Ltd.
    • Ghersi, A., and Rossi, P. P., 2000. Formulation of design eccentricity to reduce ductility demand in asymmetric buildings, Engineering Structures, Elsevier Science Ltd., 22, 857-871.
    • (2000) Engineering Structures , vol.22 , pp. 857-871
    • Ghersi, A.1    Rossi, P.P.2
  • 11
    • 0035371669 scopus 로고    scopus 로고
    • Influence of bi-directional ground motions on the inelastic response of in plan irregular buildings
    • Elsevier Science Ltd.
    • Ghersi, A., and Rossi, P. P., 2001. Influence of bi-directional ground motions on the inelastic response of in plan irregular buildings, Engineering Structures, Elsevier Science Ltd., 23, 579-591.
    • (2001) Engineering Structures , vol.23 , pp. 579-591
    • Ghersi, A.1    Rossi, P.P.2
  • 12
    • 0003430642 scopus 로고
    • Earthquake response of torsionally coupled buildings
    • Earthquake Engineering Research Center, University of California, Berkeley
    • Hejal, R., and Chopra, A. K., 1987. Earthquake response of torsionally coupled buildings, Report UCB/EERC-87/20, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1987) Report UCB/EERC-87/20
    • Hejal, R.1    Chopra, A.K.2
  • 15
    • 0018913228 scopus 로고
    • Seismic torsional provision for dynamic eccentricity
    • Tso, W. K., and Dempsey, K. M., 1980. Seismic Torsional Provision for Dynamic Eccentricity, Earthquake Eng. Struct. Dyn. 8, 27-289.
    • (1980) Earthquake Eng. Struct. Dyn. , vol.8 , pp. 27-289
    • Tso, W.K.1    Dempsey, K.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.