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Volumn 20, Issue 3, 2004, Pages 757-778

Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; DYNAMIC RESPONSE; EARTHQUAKES; ELASTICITY; EQUATIONS OF MOTION; MODAL ANALYSIS; STRUCTURAL FRAMES;

EID: 5744243993     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1775237     Document Type: Article
Times cited : (259)

References (22)
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    • (2001) Prestandard and Commentary for the Seismic Rehabilitation of Buildings
  • 3
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    • ASCE
    • Bracci, J. M., Kunnath, S. K., and Reinhorn, A. M., 1997. Seismic performance and retrofit evaluation for reinforced concrete structures, J. Struct. Eng., ASCE, 123 (1), 3-10.
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    • Bracci, J.M.1    Kunnath, S.K.2    Reinhorn, A.M.3
  • 6
    • 0036498291 scopus 로고    scopus 로고
    • Modal pushover analysis procedure for estimating seismic demands for buildings
    • Chopra, A. K., and Goel, R. K., 2002. Modal pushover analysis procedure for estimating seismic demands for buildings, Earthquake Eng. Struct. Dyn. 31 (3), 561-582.
    • (2002) Earthquake Eng. Struct. Dyn. , vol.31 , Issue.3 , pp. 561-582
    • Chopra, A.K.1    Goel, R.K.2
  • 7
    • 1842687912 scopus 로고    scopus 로고
    • Evaluation of modal and FEMA pushover analyses: Vertically " regular" and irregular generic frames
    • Chopra, A. K., and Chintanapakdee, C., 2004a. Evaluation of modal and FEMA pushover analyses: Vertically "regular" and irregular generic frames, Earthquake Spectra 20 (1), 255-271.
    • (2004) Earthquake Spectra , vol.20 , Issue.1 , pp. 255-271
    • Chopra, A.K.1    Chintanapakdee, C.2
  • 8
    • 1842780494 scopus 로고    scopus 로고
    • Inelastic deformation ratios for design and evaluation of structures: SDF bilinear systems
    • ASCE
    • Chopra, A. K., and Chintanapakdee, C., 2004b. Inelastic deformation ratios for design and evaluation of structures: SDF bilinear systems, J. Struct. Eng., ASCE, 130 (9), 1-11.
    • (2004) J. Struct. Eng. , vol.130 , Issue.9 , pp. 1-11
    • Chopra, A.K.1    Chintanapakdee, C.2
  • 9
    • 0027542739 scopus 로고
    • Behavior-based method to determine design shear in earthquake-resistant walls
    • ASCE
    • Eberhard, M., and Sozen, M. A., 1993. Behavior-based method to determine design shear in earthquake-resistant walls, J. Struct. Eng., ASCE, 119 (2), 619-640.
    • (1993) J. Struct. Eng. , vol.119 , Issue.2 , pp. 619-640
    • Eberhard, M.1    Sozen, M.A.2
  • 10
    • 0031278169 scopus 로고    scopus 로고
    • Period formulas for moment-resisting frame buildings
    • ASCE
    • Goel, R. K., and Chopra, A. K., 1997. Period formulas for moment-resisting frame buildings, J. Struct. Eng., ASCE, 123 (11), 1454-1461.
    • (1997) J. Struct. Eng. , vol.123 , Issue.11 , pp. 1454-1461
    • Goel, R.K.1    Chopra, A.K.2
  • 11
    • 1842788696 scopus 로고    scopus 로고
    • Evaluation of modal and FEMA pushover analysis: SAC buildings
    • Goel, R. K., and Chopra, A. K., 2004. Evaluation of modal and FEMA pushover analysis: SAC buildings, Earthquake Spectra 20 (1 ), 225-254.
    • (2004) Earthquake Spectra , vol.20 , Issue.1 , pp. 225-254
    • Goel, R.K.1    Chopra, A.K.2
  • 13
    • 0034187618 scopus 로고    scopus 로고
    • Adaptive spectra-based pushover procedure for seismic evaluation of structures
    • Gupta, B., and Kunnath, S. K., 2000. Adaptive spectra-based pushover procedure for seismic evaluation of structures, Earthquake Spectra 16 (2), 367-392.
    • (2000) Earthquake Spectra , vol.16 , Issue.2 , pp. 367-392
    • Gupta, B.1    Kunnath, S.K.2
  • 14
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  • 19
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    • Earthquake-induced floor horizontal accelerations in buildings
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    • Rodriguez, M.E.1    Restrepo, J.I.2    Carr, A.J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.