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Volumn 27, Issue 10, 1998, Pages 1095-1099

On the sensitivity of bridge seismic response with local soil amplification

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; SENSITIVITY ANALYSIS; STRUCTURAL ANALYSIS;

EID: 0032194134     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199810)27:10<1095::AID-EQE772>3.0.CO;2-V     Document Type: Article
Times cited : (15)

References (11)
  • 3
    • 0010909913 scopus 로고
    • Engineering seismology studies for the design and analysis of bridge structures
    • E. Faccioli and R. Paoluci Engineering seismology studies for the design and analysis of bridge structures, Eur. Earthquake Engng. 3, 17-28 (1990).
    • (1990) Eur. Earthquake Engng. , vol.3 , pp. 17-28
    • Faccioli, E.1    Paoluci, R.2
  • 4
    • 0014655349 scopus 로고
    • Fundamentals of soil amplification
    • R. J. Hansen (ed.), MIT Press, Cambridge
    • J. M. Roesset 'Fundamentals of soil amplification', in: R. J. Hansen (ed.), Seismic Design of Nuclear power plants, MIT Press, Cambridge, pp. 183-244 (1970).
    • (1970) Seismic Design of Nuclear Power Plants , pp. 183-244
    • Roesset, J.M.1
  • 5
    • 0003370262 scopus 로고
    • Measurement, characterization and prediction of strong ground motion
    • GT Div, ASCE, Park City, Utah, 27-30 June
    • W. B. Joyner and D. M. Boore 'Measurement, characterization and prediction of strong ground motion', Proc. Earthquake Engineering and Soil Dynamics II, GT Div, ASCE, Park City, Utah, 27-30 June, 1988.
    • (1988) Proc. Earthquake Engineering and Soil Dynamics II
    • Joyner, W.B.1    Boore, D.M.2
  • 6
    • 0025571581 scopus 로고
    • How to model amplification of strong earthquake motions by local soil and geologic site conditions
    • M. D. Trifunac 'How to model amplification of strong earthquake motions by local soil and geologic site conditions', Earthquake Engng. Struct. Dyn. 19, 833-846 (1990).
    • (1990) Earthquake Engng. Struct. Dyn. , vol.19 , pp. 833-846
    • Trifunac, M.D.1
  • 7
    • 0004034598 scopus 로고
    • A new model to simulate site effects
    • Vienna, Austria, 28 August - 2 September
    • E. Safak 'A new model to simulate site effects', Proc. 10th European Conf. on Earthquake Engineering, Vol. 1, Vienna, Austria, 28 August - 2 September, 1994, 297-303.
    • (1994) Proc. 10th European Conf. on Earthquake Engineering , vol.1 , pp. 297-303
    • Safak, E.1
  • 8
    • 0029731198 scopus 로고    scopus 로고
    • A coherency model for spatially varying ground motions
    • A. Der Kiureghian 'A coherency model for spatially varying ground motions, Earthquake Engng. Struct. Dyn. 25, 99-111 (1996).
    • (1996) Earthquake Engng. Struct. Dyn. , vol.25 , pp. 99-111
    • Der Kiureghian, A.1
  • 10
    • 0026613652 scopus 로고
    • Response spectrum method for multi-support seismic excitations
    • A. Der Kiureghian and A. Neuenhofer 'Response spectrum method for multi-support seismic excitations', Earthquake Engng. Struct. Dyn. 21, 715-740 (1992).
    • (1992) Earthquake Engng. Struct. Dyn. , vol.21 , pp. 715-740
    • Der Kiureghian, A.1    Neuenhofer, A.2
  • 11
    • 0031126690 scopus 로고    scopus 로고
    • Vibrations of bridge structure under kinematic wave excitations
    • ASCE
    • Z. Zembaty 'Vibrations of bridge structure under kinematic wave excitations', J. Struct. Engng. ASCE, 123, 479-488 (1997).
    • (1997) J. Struct. Engng. , vol.123 , pp. 479-488
    • Zembaty, Z.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.