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Volumn 132, Issue 3, 2006, Pages 471-477

Observations on the reliability of alternative multiple-mode pushover analysis methods

Author keywords

Displacement; Earthquake engineering; Nonlinear response; Seismic effects

Indexed keywords

DISPLACEMENT; EARTHQUAKE ENGINEERING; NONLINEAR RESPONSE; SEISMIC EFFECTS;

EID: 32944460129     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2006)132:3(471)     Document Type: Article
Times cited : (10)

References (12)
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    • (1996) Seismic Evaluation and Retrofit of Concrete Buildings , vol.12
  • 2
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    • Building Seismic Safety Council (BSSC). (Federal Emergency Management Agency, Washington, D.C.
    • Building Seismic Safety Council (BSSC). (1997). NEHRP guidelines for the seismic rehabilitation of buildings, FEMA-273, Federal Emergency Management Agency, Washington, D.C.
    • (1997) NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA-273
  • 3
    • 32944463955 scopus 로고    scopus 로고
    • FEMA-440, Federal Emergency Management Agency., Building Seismic Safety Council.
    • Building Seismic Safety Council. (2005). Improvement of inelastic seismic analysis procedures, FEMA-440, Federal Emergency Management Agency., Washington, D.C.
    • (2005) Improvement of Inelastic Seismic Analysis Procedures
  • 5
    • 1842788696 scopus 로고    scopus 로고
    • Evaluation of modal and FEMA pushover analyses: SAC buildings
    • Goel, R. K., and Chopra, A. K. (2004). " Evaluation of modal and FEMA pushover analyses: 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
  • 6
    • 5744243993 scopus 로고    scopus 로고
    • Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands
    • Chopra, A. K., Goel, R. K, and Chintanapakdee, C. (2004). " Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands.. " Earthquake Spectra, 20, 757-778.
    • (2004) Earthquake Spectra , vol.20 , pp. 757-778
    • Chopra, A.K.1    Goel, R.K.2    Chintanapakdee, C.3
  • 7
    • 79960489693 scopus 로고    scopus 로고
    • An energy-based formulation for first- and multiple-mode nonlinear static (pushover) analyses
    • Hernández-Montes, E., Kwon, O.-S., and Aschheim, M. (2004). " An energy-based formulation for first- and multiple-mode nonlinear static (pushover) analyses.. " J. Earthquake Eng., 8 (1), 69-88.
    • (2004) J. Earthquake Eng. , vol.8 , Issue.1 , pp. 69-88
    • Hernández-Montes, E.1    Kwon, O.-S.2    Aschheim, M.3
  • 8
    • 0348136151 scopus 로고    scopus 로고
    • An upper-bound pushover analysis procedure for estimating the seismic demands of high-rise buildings
    • Jan, T. S., Liu, M. W., and Kao, Y. C. (2004). " An upper-bound pushover analysis procedure for estimating the seismic demands of high-rise buildings.. " Eng. Struct.; 26 (1), 117-128.
    • (2004) Eng. Struct. , vol.26 , Issue.1 , pp. 117-128
    • Jan, T.S.1    Liu, M.W.2    Kao, Y.C.3
  • 9
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    • Inelastic analysis techniques in seismic evaluations
    • P.Fajfar and H.Krawinkler, eds., Bled, Slovenia.
    • Reinhorn, A. (1997). " Inelastic analysis techniques in seismic evaluations.. " Seismic design methodologies for the next generation of codes, Proc. of the International Workshop, P. Fajfar, and, H. Krawinkler, eds., Bled, Slovenia.
    • (1997) Seismic Design Methodologies for the Next Generation of Codes
    • Reinhorn, A.1
  • 10
    • 0003245454 scopus 로고    scopus 로고
    • Multi-mode pushover procedure (MMP)-A method to identify the effects of higher modes in pushover analysis
    • Earthquake Engineering Research Institute, Seattle.
    • Sasaki K. K., Freeman, S. A., and Paret, T. F. (1998). " Multi-mode pushover procedure (MMP)-A method to identify the effects of higher modes in pushover analysis.. " Proc., 6th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Seattle.
    • (1998) Proc., 6th U.S. National Conf. on Earthquake Engineering
    • Sasaki, K.K.1    Freeman, S.A.2    Paret, T.F.3
  • 11
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    • Estimates of peak roof displacement using 'equivalent' single degree of freedom systems
    • Tjhin, T., Aschheim, M., and Hernández-Montes, E. (2005). " Estimates of peak roof displacement using 'equivalent' single degree of freedom systems.. " J. Struct. Eng., 131 (3), 517-522.
    • (2005) J. Struct. Eng. , vol.131 , Issue.3 , pp. 517-522
    • Tjhin, T.1    Aschheim, M.2    Hernández-Montes, E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.