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Volumn 35, Issue 1, 2006, Pages 21-38

Ground motion duration effects on nonlinear seismic response

Author keywords

Demand; Duration; Fragility; Hypothesis test; Time history

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); DUCTILITY; ELASTICITY; OSCILLATIONS; PROBABILITY; SEISMOLOGY;

EID: 29644441806     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.529     Document Type: Article
Times cited : (207)

References (22)
  • 1
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    • Sewell RT. Impacts of earthquake strong motion duration on inelastic structural response factors and on ground-motion damage potential. Final Report, Risk Engineering Inc., 1993.
    • (1993)
    • Sewell, R.T.1
  • 9
    • 0028668977 scopus 로고
    • Duration of strong ground motion in terms of earthquake magnitude epicentral distance, site conditions and site geometry
    • Trifunac MD, Novikova EI. Duration of strong ground motion in terms of earthquake magnitude epicentral distance, site conditions and site geometry. Earthquake Engineering and Structural Dynamics 1994; 23: 1023-1043.
    • (1994) Earthquake Engineering and Structural Dynamics , vol.23 , pp. 1023-1043
    • Trifunac, M.D.1    Novikova, E.I.2
  • 10
    • 0003215948 scopus 로고    scopus 로고
    • The improvement of the seismic-resistant design for existing and new structures using damage criteria
    • Fajfar P, Krawinkler H (eds). Balkema: Rotterdam
    • Cosenza E, Manfredi G. The improvement of the seismic-resistant design for existing and new structures using damage criteria. In Seismic Design Methodologies for the Next Generation of Codes, Fajfar P, Krawinkler H (eds). Balkema: Rotterdam, 1997; 119-130.
    • (1997) Seismic Design Methodologies for the Next Generation of Codes , pp. 119-130
    • Cosenza, E.1    Manfredi, G.2
  • 13
    • 0002656360 scopus 로고
    • Seismic design based on ductility and cumulative damage demands and capacities
    • Fajfar P, Krawinkler H (eds). Elsevier Applied Science: Oxford
    • Krawinkler H, Nassar AA. Seismic design based on ductility and cumulative damage demands and capacities. In Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings, Fajfar P, Krawinkler H (eds). Elsevier Applied Science: Oxford, 1992; 23-40.
    • (1992) Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings , pp. 23-40
    • Krawinkler, H.1    Nassar, A.A.2
  • 14
    • 0027686909 scopus 로고
    • The use of damage functionals in earthquake engineering: A comparison between different methods
    • Cosenza E, Manfredi G, Ramasco R. The use of damage functionals in earthquake engineering: a comparison between different methods. Earthquake Engineering and Structural Dynamics 1993; 22:855-868.
    • (1993) Earthquake Engineering and Structural Dynamics , vol.22 , pp. 855-868
    • Cosenza, E.1    Manfredi, G.2    Ramasco, R.3
  • 16
    • 0345759544 scopus 로고    scopus 로고
    • SDOF demand index relationships for performance-based seismic design
    • Farrow KT, Kurama YC. SDOF demand index relationships for performance-based seismic design. Earthquake Spectra 2003; 19:799-838.
    • (2003) Earthquake Spectra , vol.19 , pp. 799-838
    • Farrow, K.T.1    Kurama, Y.C.2
  • 20
    • 24144475063 scopus 로고    scopus 로고
    • Record selection for nonlinear seismic analysis of structures
    • Iervolino I, Cornell CA. Record selection for nonlinear seismic analysis of structures. Earthquake Spectra 2005; 21(3):685-713.
    • (2005) Earthquake Spectra , vol.21 , Issue.3 , pp. 685-713
    • Iervolino, I.1    Cornell, C.A.2
  • 22
    • 29644440363 scopus 로고    scopus 로고
    • Effetti, sulla Risposta Sismica delle Strutture, della Durata del Terremoto
    • B.S. Thesis, Department of Structural Analysis and Design, University of Naples Federico II, Italy. Advisor: E. Cosenza, co-advisor: I. Iervolino, (in Italian)
    • Lanzano G. Effetti, sulla Risposta Sismica delle Strutture, della Durata del Terremoto. B.S. Thesis, Department of Structural Analysis and Design, University of Naples Federico II, Italy. Advisor: E. Cosenza, co-advisor: I. Iervolino, 2004 (in Italian).
    • (2004)
    • Lanzano, G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.