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Volumn 32, Issue 12, 2003, Pages 1853-1865

Cumulative demand of the earthquake ground motions in the near source

Author keywords

Attenuation law; Cumulative damage; Input energy; Near fault; Plastic cycles

Indexed keywords

PLASTICITY; REGRESSION ANALYSIS; STRUCTURAL DESIGN;

EID: 0141871981     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.305     Document Type: Article
Times cited : (44)

References (16)
  • 1
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    • Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity
    • Somerville PG, Smith NF. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismological Research Letters 1997;68(1):199-222.
    • (1997) Seismological Research Letters , vol.68 , Issue.1 , pp. 99-222
    • Somerville, P.G.1    Smith, N.F.2
  • 2
    • 0141984761 scopus 로고
    • Low cycle fatigue: Characterization of the plastic cycles due to earthquake ground motion
    • Mazzolani FM (ed.), E and FN Spon
    • Cosenza E, Manfredi G. Low cycle fatigue: Characterization of the plastic cycles due to earthquake ground motion. Testing of Metal in Structures, Mazzolani FM (ed.), 1990, E&FN Spon.
    • (1990) Testing of Metal in Structures
    • Cosenza, E.1    Manfredi, G.2
  • 4
    • 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(10):855-868.
    • (1993) Earthquake Engineering and Structural Dynamics , vol.22 , Issue.10 , pp. 855-868
    • Cosenza, E.1    Manfredi, G.2    Ramasco, R.3
  • 8
    • 0000500574 scopus 로고
    • A measure of earthquake motion capacity to damage medium-period structures
    • Fajfar P, Vidic T, Fishinger M. A measure of earthquake motion capacity to damage medium-period structures. Soil Dynamics and Earthquake Engineering 1990; 9(5):236-242.
    • (1990) Soil Dynamics and Earthquake Engineering , vol.9 , Issue.5 , pp. 236-242
    • Fajfar, P.1    Vidic, T.2    Fishinger, M.3
  • 9
    • 0003215948 scopus 로고    scopus 로고
    • The improvement of the seismic-resistant design for existing and new structures using damage concept
    • Fajfar P, Krawinkler H (eds), Istituto Poligrafico e Zecca delle Stato
    • Cosenza E, Manfredi G. The improvement of the seismic-resistant design for existing and new structures using damage concept. Seismic Design Methodologies for the Next Generation of Codes, Fajfar P, Krawinkler H (eds), Istituto Poligrafico e Zecca delle Stato 1997; pp. 67-176.
    • (1997) Seismic Design Methodologies for the Next Generation of Codes , pp. 67-176
    • Cosenza, E.1    Manfredi, G.2
  • 14
    • 0004068975 scopus 로고    scopus 로고
    • Amplification factors to estimate inelastic displacement demands for the design of structures in the near field
    • New Zealand
    • Baez JI, Miranda E. Amplification factors to estimate inelastic displacement demands for the design of structures in the near field. Proceedings of the 12th World Conference on Earthquake Engineering, 2000, New Zealand.
    • (2000) Proceedings of the 12th World Conference on Earthquake Engineering
    • Baez, J.I.1    Miranda, E.2
  • 15
    • 0001616392 scopus 로고
    • Peak acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake
    • Joyner WB, Boore DM. Peak acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake. Bulletin of the Seismological Society of America 1981; 71: 2011-2038.
    • (1981) Bulletin of the Seismological Society of America , vol.71 , pp. 2011-2038
    • Joyner, W.B.1    Boore, D.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.