Amplification of earthquake ground motion by steep topographic irregularities

The problem of amplification of seismic waves by surface topographic irregularities is addressed through analytical and numerical investigations. First, a closed-form expression for estimating the fundamental vibration frequency of homogeneous triangular mountains is obtained, using Rayleigh's method. Subsequently, numerical modelling based on the spectral element approximation is used to study the 3D seismic response of several real steep topographic irregularities excited by vertically propagating plane S-waves. A topographic amplification factor is obtained for each case, by a suitable average of the ratio of acceleration response spectra of output vs input motion. The 3D amplification factors are then compared with those derived by 2D analyses as well as with the topographic factors recommended in Eurocode 8 for seismic design. Copyright © 2002 John Wiley & Sons, Ltd.

[1]  Edip Baysal,et al.  Forward modeling by a Fourier method , 1982 .

[2]  L. Meirovitch Analytical Methods in Vibrations , 1967 .

[3]  D. Komatitsch,et al.  The spectral element method: An efficient tool to simulate the seismic response of 2D and 3D geological structures , 1998, Bulletin of the Seismological Society of America.

[4]  Ezio Faccioli,et al.  3D Response analysis of an instrumented hill at Matsuzaki, Japan, by a spectral method , 1999 .

[5]  Francisco J. Sánchez-Sesma,et al.  Diffraction of elastic SH waves by wedges , 1985 .

[6]  Mehmet Çelebi,et al.  Topographical and geological amplifications determined from strong-motion and aftershock records of the 3 March 1985 Chile earthquake , 1987 .

[7]  D. Kosloff,et al.  Solution of the equations of dynamic elasticity by a Chebychev spectral method , 1990 .

[8]  P. C. Pelekis,et al.  Effects of surface topography on seismic ground response in the Egion (Greece) 15 June 1995 earthquake , 1999 .

[9]  Michel Bouchon,et al.  Seismic response of a hill: The example of Tarzana, California , 1996 .

[10]  Roberto Paolucci Numerical evaluation of the effect of cross-coupling of different components of ground motion in site response analyses , 1999 .

[11]  Ezio Faccioli,et al.  Complex site effects and building codes: Making the leap , 2000 .

[12]  Claudio Margottini,et al.  Intensity versus ground motion: A new approach using Italian data , 1992 .

[13]  R. Clough,et al.  Dynamics Of Structures , 1975 .

[14]  Pierre-Yves Bard,et al.  THE EFFECT OF TOPOGRAPHY ON EARTHQUAKE GROUND MOTION: A REVIEW AND NEW RESULTS , 1988 .

[15]  Ricardo Dobry,et al.  Simplified procedures for estimating the fundamental period of a soil profile , 1976 .

[16]  Roberto Paolucci,et al.  Shear Resonance Frequencies of Alluvial Valleys by Rayleigh's Method , 1999 .

[17]  R. Huston,et al.  Dynamics of Mechanical Systems , 2002 .

[18]  M. Campillo,et al.  Ground-motion amplitude across ridges , 1994, Bulletin of the Seismological Society of America.

[19]  Ezio Faccioli,et al.  2d and 3D elastic wave propagation by a pseudo-spectral domain decomposition method , 1997 .

[20]  Thomas H. Heaton,et al.  Relationships between Peak Ground Acceleration, Peak Ground Velocity, and Modified Mercalli Intensity in California , 1999 .