Abstract
This chapter surveys the state-of-the-art work in strong motion seismology and ground motion characterization. Methods of ground motion recording and correction are first presented, followed by a discussion of ground motion characteristics including peak ground motion, duration of strong motion, and frequency content. Factors that influence earthquake ground motion such as source distance, site geology, earthquake magnitude, source characteristics, and directivity are examined. The chapter presents probabilistic methods for evaluating seismic risk at a site and development of seismic maps used in codes and provisions. Earthquake response spectra and factors that influence their characteristics such as soil condition, magnitude, distance, and source characteristics are also presented and discussed. Earthquake design spectra proposed by several investigators and those recommended by various codes and provisions through the years to compute seismic base shears are described. The latter part of the chapter discusses inelastic earthquake spectra and response modification factors used in seismic codes to reduce the elastic design forces and account for energy absorbing capacity of structures due to inelastic action. Earthquake energy content and energy spectra are also briefly introduced. Finally, the chapter presents a brief discussion of artificially generated ground motion.
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References
Biot, M. A., “A Mechanical Analyzer for Prediction of Earthquake Stresses,” Bull Seism. Soc. Am., Vol. 31, 151–171, 1941.
Biot, M. A., “Analytical and Experimental Methods in Engineering Seismology,” Proc. ASC. 68, 49–69, 1942.
Housner, G. W., “An Investigation of the Effects of Earthquakes on Buildings,” Ph.D. Thesis, California Institute of Technology, Pasadena, California, 1941.
Hudson, D. E., “Response Spectrum Techniques in Engineering Seismology,” Proc. 1st World Conf. Earthquake Eng., 4–1 to 4–12, Berkeley, California, 1956.
Rojahn, C. and Mork, P., “An Analysis of Strong Motion Data from a Severely Damaged Structure,” the Imperial Services Building, El Centro, California, USGS Open File Rep. 81–194, 1981.
Trifunac, M. D., “Low Frequency Digitization Errors and a New Method for Zero Baseline Correction of Strong–Motion Accelerograms,” Earthquake Eng. Research Laboratory, EERL 70–07, California Institute of Technology, Pasadena, California, 1970.
Hudson, D. E., Brady, A. G., Trifunac, M. D., and Vijayaraghavan, A., “Analysis of Strong-Motion Earthquake Accelerograms-Digitized and Plotted Data, Vol. II, Corrected Accelerograms and Integrated Ground Velocity and Displacement Curves, Parts A through Y,” Earthquake Research Laboratory, California Institute of Technology, Pasadena, California, 1971–1975.
Hudson, D. E., “Reading and Interpreting Strong Motion Accelerograms,” Earthquake Eng. Research Institute, Berkeley, California, 1979.
Mohraz, B., Hall, W. J., and Newmark, N. M., “A Study of Vertical and Horizontal Earthquake Spectra,” Nathan M. Newmark Consulting Engineering Services, Urbana, Illinois, AEC Report WASH-1255, 1972.
Iwan, W. D., Moser, M. A., and Peng, C.-Y., “Some Observations on Strong-Motion Earthquake Measurements Using a Digital Accelerograph,” Bull. Seism. Soc. Am., Vol. 75, No. 5, 1225–1246, 1985.
Page, R. A., Boore, D. M., Joyner, W. B., and Caulter, H. W., “Ground Motion Values for Use in the Seismic Design of the Trans-Alaska Pipeline System,” USGS Circular 672, 1972.
Bolt, B. A., “Duration of Strong Motion,” Proc. 4th World Conf. Earthquake Eng., 1304–1315, Santiago, Chile, 1969.
Trifunac, M. D. and Brady, A. G., “A Study of the Duration of Strong Earthquake Ground Motion,” Bull. Seism. Soc. Am., Vol. 65, 581–626, 1975.
Husid R, Median, H., and Rios, J., “Analysis de Terremotos Norteamericanos y Japonesses,” Rivista del IDIE., VoL 8, No. 1, 1969.
McCann, W. M. and Shah, H. C., “Determining Strong-Motion Duration of Earthquakes,” Bull. Seism. Soc. Am., Vol. 69, No. 4, 1253–1265, 1979.
Trifunac, M. D. and Westermo, B. D., “Duration of Strong Earthquake Shaking,” Int. J. Soil Dynamics and Earthquake Engineerin., Vol. 1, No. 3, 117– 121, 1982.
Moayyad, P. and Mohraz, B., “A Study of Power Spectral Density of Earthquake Accelerograms,” NSF Report PFR 8004824, Civil and Mechanical Engineering Dept., Southern Methodist University, Dallas, TX, 1982.
Elghadamsi, F. E., Mohraz, B., Lee, C. T., and Moayyad, P., “Time-Dependent Power Spectral Density of Earthquake Ground Motion,” Int. J. Soil Dynamics and Earthquake Engineerin., Vol. 7, No. 1, 15–21, 1988.
Kanai, K., “Semi-Empirical Formula for the Seismic Characteristics of the Ground,” Bull. Earthquake Research Institute, Vol. 35, University of Tokyo, Tokyo, Japan, 309–325, 1957.
Tajimi, H., “A Statistical Method of Determining the Maximum Response of a Building Structure During an Earthquake,” Proc. 2nd World Conf. Earthquake Eng., VoL II, 781–797, Tokyo, Japan, 1960.
Lai, S. P., “Statistical Characterization of Strong Motions Using Power Spectral Density Function,” Bull. Seism. Soc. Am., Vol. 72, No. 1, 259–274, 1982.
Clough, R. W. and Penzien, J., Dynamics of Structure., McGraw-Hill, New York, 1993.
Donovan, N. C., “Earthquake Hazards for Buildings,” Building Practices for Disaster Mitigation, National Bureau of Standards, U.S. Department of Commerce, Building Research Services 46, 8111, 1973.
Donovan, N. C. and Bornstein, A. E., “Uncertainties in Seismic Risk Procedures,” J.Geotechnical Eng. Div., Vol. 104, No. GT 7, 869–887, 1978.
Cloud, W. K. and Perez, V., “Unusual Accelerograms Recorded at Lima, Peru,” Bull. Seism. Soc. Am., VoL 61, No. 3,633–640,1971.
Blume, J. A., “Earthquake Ground Motion and Engineering Procedures for Important Installations Near Active Faults,” Proc. 3rd World Conf. Earthquake Eng., Vol. IV, 53–67, New Zealand, 1965.
Kanai, K., “Improved Empirical Formula for Characteristics of Stray Earthquake Motions,” Proc. Japan Earthquake Symposiu., 1–4, 1966. (In Japanese)
Milne, W. G. and Davenport, A. G., “Distribution of Earthquake Risk in Canada,” Bull. Seism. Soc. Am., Vol. 59, No. 2, 754–779, 1969.
Esteva, L., “Seismic Risk and Seismic Design Decisions,” Seismic Design for Nuclear Power Plant., R. J. Hansen, Editor, MIT Press, 1970.
Campbell, K. W., “Near-Source Attenuation of Peak Horizontal Acceleration,” Bull. Seism. Soc. Am., Vol. 71, No. 6, 2039–2070, 1981.
Joyner, W. B. and Boore, D. M., “Peak Horizontal Acceleration and Velocity from Strong Motion Records Including Records from the 1979 Imperial Valley, California, Earthquake,” Bull. Seism. Soc. Am., Vol. 71, No. 6, 2011–2038, 1981.
Joyner, W. B. and Boore, D. M., “Prediction of Earthquake Response Spectra,” U.S. Geol. Sum. Open File Report 897., 1982.
Idriss, I. M., “Evaluating Seismic Risk in Engineering Practice,” Chapter 6, Proc. 11th International Conf. Soil Mechanics and Foundation Eng. ,255–320, San Francisco, 1985.
Sabetta, F. and Pugliese, A., “Attenuation of Peak Horizontal Acceleration and Velocity from Italian Strong-Motion Records,” Bull. Seism. Soc. Am.,Vol. 77, No. 5, 1491–1513, 1987.
Sadigh, K., Egan, J., and Youngs, R., “Specification of Ground Motion for Seismic Design of Long Period Structures,” Earthquake Note., Vol. 57, 13, 1986.
Campbell, K. W. and Bozorgnia, Y., “Near-Source Attenuation of Peak Horizontal Acceleration from Worldwide Accelerograms Recorded from 1957 to 1993,” Proc. 5th U.S. National Conf. Earthquake Eng., Vol. 3, 283–292, Chicago, Illinois, 1994.
Boore, D. M., Joyner, W. B., and Fumal, T. E., “Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work,” Seismological Research Letter., Vol. 68, No. 1, 128–153, 1997.
Housner, G. W., “Intensity of Earthquake Ground Shaking Near the Causative Fault,” Proc. 3rd World Conf. Earthquake Eng., Vol. 1, in, 94–115, New Zealand, 1965.
Seed, H. B. and Idriss, I. M., “Ground Motions and Soil Liquefaction During Earthquakes,” Earthquake Engineering Research Institute, Berkeley, California, 1982.
Porcella, R. L. and Matthiesen, R. B., USGS Open- File Report 79–1654, 1979.
Nuttli, O. W. and Herrmann, R. B., “Consequences of Earthquakes in Mississippi Valley,” ASCE Preprint 81–519, ASCE National Convention, St. Louis, 1981.
Hanks, T. and McGuire, R., “The Character of High-Frequency Strong Ground Motion,” Bull Seism. Soc. Am., Vol. 71, 2071–2095, 1981.
Spudich, P. and Ascher, U., “Calculation of Complete Theoretical Seismograms in Vertically Varying Media Using Collocation Methods,” Geophys. J. R. Astron. Soc., Vol. 75, 101–124, 1983.
Atkinson, G. and Boore, D., “Ground Motion Relations for Eastern North America,” Bull. Seism. Soc. Am., Vol. 85, No. 1, 17–30, 1995.
Boore, D. M., Joyner, W. B., Oliver, A. A., and Page, R. A., “Estimation of Ground Motion Parameters,” USGS, Circular 795, 1978.
Boore, D. M., Joyner, W. B., Oliver, A. A., and Page, R. A., “Peak Acceleration, Velocity and Displacement from Strong Motion Records,” Bull Seism. Soc. Am., Vol. 70, No. 1, 305–321, 1980.
Chang, F. K. and Krinitzsky, E. L., “Duration, Spectral Content, and Predominant Period of Strong Motion Earthquake Records from Western United States,” U.S. Army Engineer Waterways Experiment Station, Miscellaneous Paper S-73-1, Vicksburg, Mississippi, 1977.
Novikova E. I. and Trifunac, M. D., “Duration of Strong Motion in Terms of Earthquake Magnitude, Epicentral Distance, Site Conditions and Site Geometry,” Earthquake Engineering and Structural Dynamic., Vol. 23, 1023–1043, 1994.
Hall, J. F., Heaton, T. H., Hailing M. W., and Wald, D. J” “Near-Source Ground Motions and its Effects on Flexible Buildings,” Earthquake Spectr., Vol. 11, No. 4, 569–605, 1995.
Heaton, T. H. and Hartzeil, S. H., “Earthquake Ground Motions,” Annual Reviews of Earth and Planetary Science., Vol. 16, 121–145, 1988.
Somerville, P. G. and Graves, R. W., “Conditions that Give Rise to Unusually Large Long Period Motions,” Structural design of Tall Building., Vol. 2, 211–232, 1993.
Idriss, I. M., “Influence of Local Site Conditions on Earthquake Ground Motions,” Proc. 4th U.S. Nat. Conf. Earthquake Engineerin., Vol. 1, 55–57, Palm Springs, California, 1990.
Mohraz, B., “A Study of Earthquake Response Spectra for Different Geological Conditions,” Bull. Seism. Soc. Am., Vol. 66, No. 3, 915–935, 1976.
Housner, G. W., “Strong Ground Motion,” Chapter 4 in Earthquake Engineerin., R. L. Wiegel, Editor, Prentice-Hall, Englewood Cliffs, N.J., 1970.
McGarr, A., “Scaling of Ground Motion Parameters, State of Stress, and Focal Depth,” J. Geophys. Res., Vol. 89, 6969–6979, 1984.
McGarr, A., “Some Observations Indicating Complications in the Nature of Earthquake Scaling”, Earthquake Source Mechanics, Maurice Ewing Ser., edited by S. Das et al., 217–225, 1986.
Kanamori, H. and Allen, C. R., “Earthquake Repeat Time and Average Stress Drop,” Earthquake Source Mechanics, Maurice Ewing Ser. 6, edited by S. Das et al., 227–235, 1986.
Campbell, K. W., “Predicting strong Ground Motion in Utah,” Evaluation of Regional and Urban Earthquake Hazards and Risks in Uta., edited by W. W. Hays and P. L. Gori, 1988.
Joyner, W. B. and Boore, D. M., “Measurement, Characterization, and Prediction of Strong Ground Motion,” Proc. Earthquake engineering and Soil Dynamics I., GT Div/ASCE, edited by J. L. Von Thun, Park City, Utah, 43–102,1988.
Faccioli, E., “Estimating Ground Motions for Risk Assessment,” Proc. of the U.S.-Italian Workshop on Seismic Evaluation and Retrofi., Edited by D. P. Abrams and G. M. Calvi, Technical Report NCEER-97-0003, National Center for Earthquake Engineering Research, Buffalo, New York, 1–16, 1997.
Reiter, L., Earthquake Hazard Analysis: Issues and Insight., Columbia University Press, NewYork, 1990.
Boatwright, J. and Boore, D. M., “Analysis of the Ground Accelerations radiated by the 1980 Livermore Valley Earthquakes for Directivity and Dynamic Source Characteristics,” Bull. Seism. Soc. Am., Vol. 72, 1843–1865.
Gutenberg, B. and Richter, C. F. “Earthquake Magnitude, Intensity, Energy, and Acceleration,” Bull. Seism. Soc. Am., Vol. 46, No. 2, 143–145, 1956.
Richter, C. F., Elementary Seismolog., W. H. Freeman and Co., San Francisco, 1958.
Bender, B., “Maximum Likelihood Estimation of b Values for Magnitude Grouped Data,” Bull. Seism. Soc. Am., Vol. 73, No. 3, 831–851, 1983.
Schwartz, D. P. and Coppersmith, K. J., “Fault Behavior and Characteristic Earthquakes: Examples from the Wasatch and San Andreas Fault Zones,” J. Geophs. Res., Vol. 89, No. B7, 5681–5698, 1984.
Sieh, K. E., “Prehistoric Large Earthquakes Produced by Slip on the San Andreas Fault at Pallett Creek, California,” J. Geophys. Res., Vol. 83, No. B8, 3907–3939, 1978.
Cornell, C. A., “Engineering Seismic Risk Analysis,” Bull. Seism. Soc. Am., Vol. 58, No. 5, 1583–1606, 1968.
Vanmarcke, E. H., “Seismic Safety Assessment,” Random Excitation of Structures by Earthquakes and Atmospheric Turbulenc., edited by H. Parkus, International Center for Mechanical Sciences, Course and Lectures No. 225, Springer-Verlag, 1–76, 1977.
Benjamin, J. R., “Probabilistic Models for Seismic Force Design,” J. Structural Div., ASCE, Vol. 94, ST5, 1175–1196, 1968.
Der-Kiureghian, A. and Ang A. H-S., “A Fault-Rupture Model for Seismic Risk Analysis,” Bull. Seism. Soc. Am., Vol. 67, No. 4, 1173–1194, 1977.
Algermissen, S. T. and Perkins, D. M., “A Technique for Seismic Risk Zoning, General Considerations and Parameters,” Proc. Microzonation Conf., 865–877, Seattle, Washington, 1972.
Algermissen, S. T. and Perkins, D. M., “A Probabilistic Estimate of Maximum Acceleration in Rock in Contiguous United States,” USGS Open File Report, 76–416, 1976.
Applied Technology Council, National Bureau of Standards, and National Science Foundation, “Tentative Provisions for the Development of Seismic Regulations for Buildings,” ATC Publication 3–06, NBS Publication 510, NSF Publication 78–8, 1978.
McGuire, R. K., “Seismic Structural Response Risk Analysis, Incorporating Peak Response Progressions on Earthquake Magnitude and Distance,” Report R74–51, Dept. of Civil Engineering, Mass. Inst, of Technology, Cambridge, Mass., 1975.
NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings, 1985 Edition, Building Seismic Safety Council, Washington, D.C., 1985.
NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings, 1988 Edition, Building Seismic Safety Council, Washington, D.C., 1988.
NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings, 1991 Edition, Building Seismic Safety Council, Washington, D.C., 1991.
NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings, 1994 Edition, Building Seismic Safety Council, Washington, D.C., 1994.
NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings, 1997 Edition, Building Seismic Safety Council, Washington, D.C., 1997.
NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA-273, Building Seismic Safety Council, Washington, D.C., 1997.
Uniform Building Code, 1985 Edition, International Conference of Building Officials, Whittier, California, 1985.
Uniform Building Code, 1988 Edition, International Conference of Building Officials, Whittier, California, 1988.
Uniform Building Code, 1991 Edition, International Conference of Building Officials, Whittier, California, 1991.
Uniform Building Code, 1994 Edition, International Conference of Building Officials, Whittier, California, 1994.
Uniform Building Code, 1997 Edition, International Conference of Building Officials, Whittier, California, 1997.
Newmark, N. M. and Hall, W. J., “Earthquake Spectra and Design,” Earthquake Engineering Research Institute, Berkeley, California, 1982.
Newmark, N. M., Blume, J. A., and Kapur, K. K., “Seismic Design Criteria for Nuclear Power Plants,” J. Power Div., ASCE, Vol. 99, No. P02, 287–303, 1973.
Newmark, N. M. and Hall, W. J., “Seismic Design Criteria for Nuclear Reactor Facilities,” Proc. 4th World Conf. Earthquak Eng., B-4, 37–50, Santiago, Chile, 1969.
Newmark, N. M. and Hall, W. J., “Procedures and Criteria for Earthquake Resistant Design,” Building Practices for Disaster Mitigation, National Bureau of Standards, U.S. Department of Commerce, Building Research Series 46, 209–236, 1973.
Hall, W. J., Mohraz B., and Newmark, N. M., “Statistical Studies of Vertical and Horizontal Earthquake Spectra,” Nathan M. Newmark Consulting Engineering Services, Urbana, Illinois, 1975.
Newmark, N. M. and Rosenblueth, E., Fundamentals of Earthquake Engineerin, Prentice-Hall, Englewood Cliffs, N.J., 1971.
Mohraz, B. and Tiv, M., “Spectral Shapes and Amplifications for the Loma Prieta Earthquake of October 17, 1989,” Proc. 3rd U.S. Conf. Lifeline Earthquake Eng., 562-571, Los Angeles, California, 1991.
Trifunac, M. D., Brady, A. G., and Hudson, D. E., “Analysis of Strong-Motion Earthquake Accelerograms, Vol. III, Response Spectra, Parts A through Y,” Earthquake Eng. Research Laboratory, California Institute of Technology, Pasadena, California, 1972-1975.
Chopra, A. K., “Dynamics of Structures – A Primer,” Earthquake Engineering Research Institute, Berkeley, California, 1981.
Sadek, F., Mohraz, B., and Riley, M. A., “Linear Procedures for Structures with Velocity-Dependent Dampers,” Journal of Structural Engineerin., ASCE, Vo. 128, No. 8, 887–895, 2000.
Hayashi, S., Tsuchida, H., and Kurata, E., “Average Response Spectra for Various Subsoil Conditions,” Third Joint Meeting, U.S. – Japan Panel on Wind and Seismic Effect., UJNR, Tokyo, 1971.
Kuribayashi, E., Iwasaki, T., Iida, Y., and Tuji, K., “Effects of Seismic and Subsoil Conditions on Earthquake Response Spectra,” Proc. International Conf. Microzonatio., Seattle, Wash., 499–512, 1972.
Seed, H. B., Ugas, C., and Lysmer, J., “Site- Dependent Spectra for Earthquake-Resistance Design,” Bull. Seism. Soc. Am., Vol. 66, No. 1, 221–243, 1976.
Atomic Energy Commission, “Design Response Spectra for Seismic Design of Nuclear Power Plants,” Regulatory Guide 1.60, Directorate of Regulatory Standards, Washington, D.C., 1973.
Crouse, C. B. and McGuire, J. W., “Site Response Studies for Purpose of Revising NEHRP Seismic Provisions,” Earthquake Spectr., Vol. 12, No. 3, 407–439, 1996.
Mohraz, B., “Influences of the Magnitude of the Earthquake and the Duration of Strong Motion on Earthquake Response Spectra,” Proc. Central Am Conf. on Earthquake Eng., San Salvador, El Salvador, 1978.
Mohraz, B., “Recent Studies of Earthquake Ground Motion and Amplification,” Proc. 10th World Conf. Earthquak Eng., Madrid, Spain, 6695–6704, 1992.
Peng, M. H., Elghadamsi, F. E., and Mohraz, B., “A Simplified Procedure for Constructing Probabilistic Response Spectra,” Earthquake Spectr., Vol. 5, No. 2, 393–408,1989.
Singh, J. P., “Earthquake Ground Motions: Implications for Designing Structures and Reconciling Structural Damage,” Earthquake Spectr., Vol. 1, No. 2, 239–270,1985.
“Reducing Earthquake Hazards: Lessons Learned from Earthquakes,” Earthquake Engineering Research Institute, Publication No. 86–02, Berkeley, California, 1986.
Housner, G. W. and Jennings, P. C., “Earthquake Design Criteria,” Earthquake Engineering Research Institute, Berkeley, California, 1982.
Housner, G. W., “Spectrum Intensities of Strong-Motion Earthquakes,” Proc. of the Symposium on Earthquakes and Blast Effects on Structure., Earthquake Engineering Research Institute, 1952.
Housner, G. W., “Behavior of Structures During Earthquakes,” J. Eng. Meek Div., ASCE Vol. 85, No. EM4, 109–129, 1959.
Housner, G. W., “Design Spectrum,” Chapter 5 in Earthquake Engineering, R.L. Wiegel, Editor, Prentice-Hall, Englewood Cliffs, N.J., 1970.
Blume, J. A., Sharpe, R. L., and Dalai, J. S., “Recommendations for Shape of Earthquake Response Spectra,” John A. Blume & Associates, San Francisco, California, AEC Report Wash-1254, 1972.
Seismology Committee, Structural Engineers Association of California, “Recommended Lateral Force Requirements,” 1986.
Martin, G. M” Editor, Proceedings of the NCEER/SEAOC/BSSC Workshop on Site Response During Earthquakes and Seismic Code Provision., University of Southern California, Los Angeles, 1994.
Borcherdt, R. D., “Estimates of Site-Dependent Response Spectra for Design (Methodology and Justification),” Earthquake Spectr., Vol. 10, No. 4, 617–653, 1994.
Seed, R. B., Dickenson, S. E., and Mok, C. M., “Recent Lessons Regarding Seismic Response Analyses of Soft and Deep Clay Sites,” in Proc. 4th Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefactio., National Center for Earthquake Engineering Research, State University of New York at Buffalo, Vol. 1, 131–145, 1992.
Dobry, R., Martin, G. M., Parra, E., and Bhattacharyya, Study of Ratios of Response Spectra Soil/Rock and of Site Categories for Seismic Code., National Center for Earthquake Engineering Research, State University of New York at Buffalo, 1994.
Borcherdt, R. D., “Preliminary Amplification Estimates Inferred from Strong-Ground-Motion Recordings of the Northridge Earthquake of January 17, 1994,” Proc. Of the International Workshop on Site Response Subjected to Strong Earthquake Motion., Japan Port and Harbour Research Institute, Vol. 2, 21–46, Yokosuka, Japan, 1996.
Riddell, R., and Newmark, N. M., “Statistical Analysis of the Response of Nonlinear Systems Subjected to Earthquakes,” Civil Engineering Studies, Structural Research Series 468, Department of Civil Engineering, University of Illinois, Urbana, Illinois, 1979.
Elghadamsi, F. E and Mohraz, B., “Inelastic Earthquake Spectra,” J. Earthquake Engineering and Structural Dynamic., Vol. 15, 91–104, 1987.
Blume, J. A., Newmark, N. M., and Corning, L. H., “Design of Multistory Reinforced Concrete Buildings for Earthquake Motions,” Portland Cement Association, 1961.
Newmark, N. M., “Current Trends in the Seismic Analysis and Design of High-Rise Structures,” Chapter 16 in Earthquake Engineering, R.L. Wiegel, Editor, Prentice-Hall, Englewood Cliffs, N.J., 1970.
Housner, G. W., “Limit Design of Structures to Resist Earthquakes,” Proc. 1st World Conf. Earthquake Engineerin, 5–1 to 5–13, Berkeley, Calif., 1956.
Blume, J. A., “A Reserve Energy Technique for the Earthquake Design and Rating of Structures in the Inelastic Range,” Proc. 2nd World Conf. Earthquake Engineerin., Vol. II, 1061–1084, Tokyo, Japan 1960.
Blume, J. A., “Structural Dynamics in Earthquake-Resistant Design,” Transaction., ASCE, Vol. 125, 1088–1139, 1960.
Blume, J. A., discussion of “Electrical Analog for Earthquake Yield Spectra,” J. Engineering Mechanics Div., ASCE, Vol. 86, No. EM3, 177–184, 1960.
Lai, S. P. and Biggs, J. M., “Inelastic Response Spectra for Aseismic Building Design,” J. Struct. Div., ASCE, Vol. 106, No. ST6, 1295–1310, 1980.
Penzien, J. and Liu, S. C., “Nondeterministic Analysis of Nonlinear Structures Subjected to Earthquake Excitations,” Proc. 4th World Conf. Earthquake Engineerin, A-l, 114–129, Santiago, Chile, 1969.
Peng, M. H., Elghadamsi, F. E., and Mohraz, B., “A Stochastic Procedure for Seismic Analysis of SDOF Structures,” Civil and Mechanical Engineering Dept., School of Engineering and Applied Science, Southern Methodist University, Dallas, TX, 1987.
Applied Technology Council ATC, Structural Response Modification Factor., ATC-19 Report, Redwood City, California, 1995.
Krawinkler, H. and Nassar, A. A., “Seismic Design Based on Ductility and Cumulative Damage Demands and Capacities,” Nonlinear Seismic Analysis and Design of Reinforced Concrete Building., Edited by Fajfar and Krawinkler, Elsevier Applied Science, New York, 1992.
Nassar, A. A. and Krawinkler, H., Seismic Demands for SDOF and MDOF System., John A. Blume Earthquake Engineering Center, Report No. 95, Stanford University, Stanford, California, 1991.
Miranda, E. and Bertero, V. V., “Evaluation of Strength Reduction Factors for Earthquake-Resistant Design,” Earthquake Spectr., Vol. 10, No. 2, 357–379, 1994.
Zahrah, T. F. and Hall, W. J., “Earthquake Energy Absorption in SDOF Structures,” Journal of Structural Engineerin., ASCE, Vol. 110, No. 8, 1757–1772, 1984.
Uang, C. M. and Bertero, V. V., “Evaluation of Seismic Energy Structures,” Earthquake Engineering and Structural Dynamic., Vol. 19, 77–90, 1990.
Housner, G. W. and Jennings, P. C., “Generation of Artificial Earthquakes,” J. Engineering Mechanics Div., ASCE, Vol. 90, 113–150, 1964.
Shinozuka, M. and Salo, Y., “Simulation of Nonstationary Random Process,” J. Engineering Mechanics Div., ASCE, Vol. 93, 11–40, 1967.
Amin, M. and Ang, A. H. - S., “Nonstationary Stochastic Model of Earthquake Ground Motion,” J. Engineering Mechanics Div., ASCE, Vol. 74, No. EM2, 559–583, 1968.
Iyengar, R. N. and Iyengar, K. T. S., “A Nonstationary Random Process Model for Earthquake Accelerograms,” Bull. Seism. Soc. Am., Vol. 59, 1163–1188, 1969.
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Mohraz, B., Sadek, F. (2001). Earthquake Ground Motion and Response Spectra. In: Naeim, F. (eds) The Seismic Design Handbook. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-1693-4_2
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