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Engineering Uses of Strong Motion Data

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Strong Ground Motion Seismology

Part of the book series: NATO ASI Series ((ASIC,volume 204))

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Abstract

This paper is divided into two principal parts. In the first set of subsections we deal with features of the ground motion, and existing methods for arriving at the design response spectrum which is its most prevalent engineering use. In the second part we look at some specific forms of strong motion data obtained from structures and their engineering utilization.

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References

  • Poland, C.D. (1980), “Utilization of Strong-Motion Records in Building Design,” Proceedings of the Workshop on Interpretation of Strong-Motion Earthquake Records Obtained in and/or near Buildings, UCLA Report No.8015, April, 1980.

    Google Scholar 

  • ASCE, (1980). Structural Analysis and Design of Nuclear Plant Facilities, 1980.

    Google Scholar 

  • Gates, W.E. (1977), W.E. (1977), “The Art of Modelling Buildings for Dynamic Seismic Analysis,” Proceedings of the Workshop on Earthquake-Resistant Reinforced Concrete Building Construction, V.V.Bertero, Editor, University of California, Berkeley, June, 1977.

    Google Scholar 

  • Fintel, M. (1974), Handbook of Concrete Engineering, Van Nostrand, 1974, (Chapter 12).

    Google Scholar 

  • Raggett, J.D. (1980), “Information Obtained from Strong Motion Records,” Proceedings of the Workshop on Interpretation of Strong-Motion Earth-quake Records Obtained in and/or Near Buildings, UCLA Report No.8015, April, 1980.

    Google Scholar 

  • Newmark, N.M. (1973), J.A.Blume, and K.K.Kapur, “Seismic Design Spectra for Nuclear Power Plants, ” J.urnal of the Power Division, ASCE, Vol.99, No.P02, Nowember, 1973, pp. 287–303.

    Google Scholar 

  • Joyner, W.B.. and D,M.Boore (1982), “Prediction of Earthquake Response Spectra,” USGS Open File Report No. 82–977, 1982, 16 pp.

    Google Scholar 

  • Newmark, N.M., and W.J.Hall, (1969), “Seismic Design Criteria for Nuclear Reactor Facilities,” Proceedings of the Fourth World Conference on Earthquake Engineering, Santiago, Chile, 1969.

    Google Scholar 

  • Housner, G.W., and P.C.Jennings (1982), Earthquake Design Criteria, Earthquake Engineering Research Institute Monograph, Berkeley, California, 1982

    Google Scholar 

  • Trifunac, M.D., and V.W.Lee (1978), “Dependence of the Fourier Amplitude Spectra of Strong Motion Acceleration on the Depth of Sedimentary Deposits,” USC Department of Civil Engineering Report No. 78–14, 1978.

    Google Scholar 

  • U.S.Nuclear Regulatory Commission (1973), “Design Response Spectra for Seismic Design of Nuclear Power Plants,” Regulatory Guide No. 1. 60, 1973.

    Google Scholar 

  • Seed, H.B., C.Ugas, and J.Lysmer (1976), “Site-Dependent Spectra for Earthquake Resistant-Design,” Bulletin of the Seismological Society of America, Vol.66, No.1, February, 1976, pp. 221–243.

    Google Scholar 

  • Mohraz, B. (1976), “A Study of Earthquake Response Spectra for Different Geological Conditions,” Bulletin of the Seismological Society of America, Vol.66, No.3, June, 1976, pp. 915–935.

    Google Scholar 

  • Trifunac, M.D. (1980), “Effects of Site Geology on Amplitudes of Strong Motion,” Proceedings of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey, 1980.

    Google Scholar 

  • Bertero, V.V. (1977), V.V. (1977), “State-of-the-Art in Establishing Design Earthquakes,” Proceedings of the Workshop on Earthquake-Resistant Reinforced Concrete Building Construction, V.V.Bertero, Editor, University of California, Berkeley, June, 1977.

    Google Scholar 

  • Amin, M., and I.Güngör (1971), “Random Vibration in Seismic Analysis-an Evaluation,” ASCE National Structural Engineering Meeting Preprint No. 1409, April, 1971.

    Google Scholar 

  • Wilson, E.L., A.Kiureghian, and E.P.Bayo (1981), “A Replacement for the SRSS Method in Seismic Analysis,” International Journal for Earthquake Engineering and Structural Dynamics, Vol. 9, 1981, pp. 187–194.

    Article  Google Scholar 

  • Newmark, N.M., and W.J.Hall (1982), Earthquake Spectra and Design Earthquake Engineering Research Institute Monograph, Berkeley, California, 1982.

    Google Scholar 

  • Gülkan, P., and M.A.Sozen (1974), “Inelastic Responses of Reinforced Concrete Structures to Earthquake Motions,” Journal of the American Concrete Institute, Vol.71, No.12, December, 1974, pp. 604–610.

    Google Scholar 

  • Shibata, A., and M.A.Sozen (1976), “Use of Linear Models in Design to Reflect the Effect of Nonlinear Response,” Proceedings of the Review Meeting, U.S.-Japan Cooperative Research Program in Earthquake Engineering with Emphasis on the Safety of School Buildings, Japan Society for Earthquake Engineering Research Promotion, IISEE, Tokyo, 1976.

    Google Scholar 

  • Udwadia, F.E., and P.Z.Marmarelis (1976), “The Identification of Building Structural Systems, I: The Linear Case,” Bulletin of the Seismological Society of America, Vol.66, No.1, February, 1976, pp. 125–151.

    Google Scholar 

  • Hart, G.C., and J.T.P.Yao (1977), “System Identification in Structural Dynamics,” Journal of the Engineering Mechanics Division, ASCE, Vol.193, EM6, December, 1977.

    Google Scholar 

  • Kaya, I., and H.D.McNiven (1978), “Investigation of the Nonlinear Characteristics of a Three-Story Steel Frame Using System Identification;’ Earthquake Engineering Research Center Report No.UCB/EERC-78/25, University of California, Berkeley, December, 1978, 93 pp.

    Google Scholar 

  • McVery, G.H. (1979), “Frequency Domain Identification of Structural Models from Earthquake Records,” Earthquake Engineering Research Laboratory Report No. 79–02, California Institute of Technology, Pasadena, 1979.

    Google Scholar 

  • Hart, G.C., and C.Rojahn (1979), “A Decision Theory Methodology for the Selection of Buildings for Strong Motion Instrumentation” International Journal for Earthquake Engineering and Structural Dynamics, Vol. 7, 1979, pp. 579–586.

    Article  Google Scholar 

  • Ragett, J.D., and C.Rojahn (1978), “Use and Interpretation of Strong Motion Records from Highway Bridges,” Federal Highway Administration Report No.FHWA-RD-78–158, October, 1978.

    Google Scholar 

  • Clough, R.W., and J.Penzien (1975), Dynamics of Structures, McGraw Hill, 1975.

    Google Scholar 

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© 1987 Springer Science+Business Media Dordrecht

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Gülkan, P. (1987). Engineering Uses of Strong Motion Data. In: Erdik, M.Ö., Toksöz, M.N. (eds) Strong Ground Motion Seismology. NATO ASI Series, vol 204. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-3095-2_21

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  • DOI: https://doi.org/10.1007/978-94-017-3095-2_21

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-90-481-8440-8

  • Online ISBN: 978-94-017-3095-2

  • eBook Packages: Springer Book Archive

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