Hazard mapping of normalized peak strain in soils during earthquakes: microzonation of a metropolitan area

Seisnfic hazard maps of the Los Angeles metropolitan area are illustrated for normalized peak strain and for 50 years of exposure. The strain estimates are based on scaling in terms of peak ground velocity. The proportionality factor is the phase velocity with which the wave energy is propagating. A simplified seismicity model is used in which all earthquakes occur on faults represented by buried lines and in one :zone of diffused seismicity. Poissonian model of earthquake occurrence is assmned. The same model was used in the 1980's to illustrate a method for microzoning of the same area for response spectral amplitudes. Maps of logarithms of normalized peak strain, ceres, are presented for probabilities of at least one exceedance p = 0.99, 0.9, 0.5, 0.1 and 0"01. These can be used to construct site specific probability distribution functions of the normalized peak strain, C£ma x. Such maps are useful for design of new and for retrofit of existing structures, sensitive to strain and differential ground motions (bridges, tunnels, pipelines, etc.). Copyright © 1996 Elsevier Science Limited.

[1]  Gordon C. K. Yeh,et al.  Seismic analysis of slender buried beams , 1974 .

[2]  David D. Jackson,et al.  Seismic hazards in southern California: probable earthquakes, 1994 to 2024 , 1996 .

[3]  Emilio Rosenblueth,et al.  Fundamentals of earthquake engineering , 1971 .

[4]  Vincent W. Lee,et al.  On strong-motion uniform risk functionals computed from general probability distributions of earthquake recurrences , 1992 .

[5]  Order statistics of functionals of strong ground motion for a class of renewal processes , 1994 .

[6]  Mihailo D. Trifunac PRELIMINARY ANALYSIS OF THE PEAKS OF STRONG EARTHQUAKE GROUND MOTION--DEPENDENCE OF PEAKS ON EARTHQUAKE MAGNITUDE, EPICENTRAL DISTANCE, AND RECORDING SITE CONDITIONS , 1976 .

[7]  Keiiti Aki,et al.  Strain, tilt, and rotation associated with strong ground motion in the vicinity of earthquake faults , 1982 .

[8]  Teoman Ariman,et al.  A review of the response of buried pipelines under seismic excitations , 1981 .

[9]  Jean-Pierre Bardet,et al.  Engineering observations on ground motion at the Van Norman Complex after the 1994 Northridge earthquake , 1996 .

[10]  Mihailo D. Trifunac,et al.  A Seismic Hazard Model for Peak Strains in Soils during Strong Earthquake Shaking , 1996 .

[11]  SURFACE STRAINS ASSOCIATED WITH STRONG EARTHQUAKE SHAKING , 1990 .

[12]  C. Lomnitz Global tectonics and earthquake risk , 1974 .

[13]  T. R. Kuesel EARTHQUAKE DESIGN CRITERIA FOR SUBWAYS , 1969 .

[14]  M. D. Trifunac Curvograms of strong earthquake ground motion , 1990 .

[15]  Mihailo D. Trifunac,et al.  A note on distribution of uncorrected peak ground accelerations during the Northridge, California, earthquake of 17 January 1994 , 1994 .

[16]  N. Newmark Problems in Wave Propagation in Soil and Rock , 1975 .

[17]  Michael J. O'Rourke,et al.  Effects of seismic wave propagation upon buried pipelines , 1980 .

[18]  Mihailo D. Trifunac,et al.  Note on Excitation of Long Structures by Ground Waves , 1990 .

[19]  Mihailo D. Trifunac,et al.  Nonlinear Soil Response— 1994 Northridge, California, Earthquake , 1996 .

[20]  M. Trifunac A microzonation method based on uniform risk spectra , 1990 .

[21]  Mihailo D. Trifunac,et al.  Long period Fourier amplitude spectra of strong motion acceleration , 1993 .

[22]  Maria I. Todorovska Uniform Probability Response Spectra for Selecting Site Specific Design Motions , 1995 .

[23]  Stewart w. Smith,et al.  Analysis of the El Centro differential array for the 1979 Imperial Valley earthquake , 1982 .