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Volumn 28, Issue 12, 1999, Pages 1483-1499

Maximum seismic displacement of inelastic systems based on energy concept

Author keywords

Earthquake response; Elastic displacement; Energy input; Hysteresis energy dissipation; Inelastic displacement; SDF system

Indexed keywords

DISPLACEMENT; ENERGY DISSIPATION; SEISMIC RESPONSE;

EID: 0039700063     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199912)28:12<1483::AID-EQE877>3.0.CO;2-0     Document Type: Article
Times cited : (44)

References (9)
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    • Veletsos, A.S.1    Newmark, N.M.2
  • 2
    • 0000945165 scopus 로고
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    • Otani, S.1
  • 3
    • 0002856298 scopus 로고
    • Limit design of structures to resist earthquakes
    • Berkeley, California
    • G. W. Housner, 'Limit design of structures to resist earthquakes', Proc. World Conf. on Earthquake Engineering, Berkeley, California, 1956, pp. 5-1-5-13.
    • (1956) Proc. World Conf. on Earthquake Engineering , pp. 51-513
    • Housner, G.W.1
  • 5
    • 0039147018 scopus 로고    scopus 로고
    • Behaviors of earthquake energy input for the response of reinforced concrete structure
    • in Japanese
    • N. Inoue, N. Hori and T. Nakamura, 'Behaviors of earthquake energy input for the response of reinforced concrete structure', Proc. Japan Concrete Institute, Vol. 19, No. 2, pp. 531-536, 1997 (in Japanese).
    • (1997) Proc. Japan Concrete Institute , vol.19 , Issue.2 , pp. 531-536
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  • 6
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    • A study on maximum inelastic displacement responses based on characteristics of earthquake motions
    • in Japanese
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    • (1997) J. Struct. Engng. , vol.43 , Issue.B , pp. 485-491
    • Nakamura, Y.1    Kabeyasawa, T.2
  • 7
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    • Fundamental study on the development of seismic design based on energy concept
    • H. Kinugasa and S. Nomura, 'Fundamental study on the development of seismic design based on energy concept', J. Struct. Construct. Engng. Arch. Inst. Japan, (486), 85-94 (1996).
    • (1996) J. Struct. Construct. Engng. Arch. Inst. Japan , Issue.486 , pp. 85-94
    • Kinugasa, H.1    Nomura, S.2
  • 9
    • 1842807076 scopus 로고
    • Rate of loading effect on uncracked and repaired reinforced concrete members
    • Earthquake Engineering Research Center, University of California, Berkeley
    • S. A. Mahin and V. V. Bertero, 'Rate of loading effect on uncracked and repaired reinforced concrete members', EERC No. 73-6, Earthquake Engineering Research Center, University of California, Berkeley, 1972.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.