Bulletin of the Seismological Society of America
HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
 QUICK SEARCH:   [advanced]


     


Bulletin of the Seismological Society of America; December 1975; v. 65; no. 6; p. 1797-1826
© 1975 Seismological Society of America
This Article
Right arrow Full Text (PDF)
Right arrow References
Right arrow Citation Map
Services
Right arrow Email this article to a friend
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Citing Articles
Right arrow Citing Articles via HighWire
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by NIAZY, A.
Right arrow Search for Related Content
GeoRef
Right arrow GeoRef Citation

An exact solution for a finite, two-dimensional moving dislocation in an elastic half-space with application to the San Fernando earthquake of 1971

ADNAN NIAZY*

DEPARTMENT OF EARTH AND PLANETARY SCIENCES MASSACHUSETTS INSTITUTE OF TECHNOLOGY, CAMBRIDGE, MASSACHUSETTS

Abstract

Most of the analytic, theoretical work and the attempts to explain the observed seismograms in the vicinity of propagating faults have used kinematic models of a moving dislocation in an infinite elastic medium. It is usually assumed that the existence of a free surface has the effect of approximately doubling the amplitude of the infinite medium solution.

The result from an exact solution for the seismic displacements caused by a finite two-dimensional dislocation in an elastic half-space which is moving with uniform velocity and constant slip along a straight line are obtained for the stepfunction time-dependence by using Cagniard's method. They are compared with the observed Pacoima Dam record of the San Fernando earthquake of 1971. The computed displacements compare significantly better with the observed record than the corresponding infinite medium solution. They show that while the free surface approximately doubles the near-field long-period motion of the infinite medium solution, the effect is more dramatic for the high-frequency motion. The solution indicates that the conversion of S to P and P to S at the surface is responsible for the highest acceleration (1.25 g) recorded on the Pacoima Dam record which is the highest acceleration ever recorded during an earthquake until now.

Footnotes

* Present address: The University of Petroleum and Minerals, Dhahran, Saudi Arabia.




This article has been cited by other articles:


Home page
Bulletin of the Seismological Society of AmericaHome page
G. P. Mavroeidis and A. S. Papageorgiou
A Mathematical Representation of Near-Fault Ground Motions
Bulletin of the Seismological Society of America, June 1, 2003; 93(3): 1099 - 1131.
[Abstract] [Full Text] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
L. Hutchings
Kinematic earthquake models and synthesized ground motion using empirical Green's functions
Bulletin of the Seismological Society of America, August 1, 1994; 84(4): 1028 - 1050.
[Abstract] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
A. S. PAPAGEORGIOU and K. AKI
A specific barrier model for the quantitative description of inhomogeneous faulting and the prediction of strong ground motion. Part II. Applications of the model
Bulletin of the Seismological Society of America, August 1, 1983; 73(4): 953 - 978.
[Abstract] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
J. ENRIQUE LUCO and J. G. ANDERSON
Steady-state response of an elastic half-space to a moving dislocation of finite width
Bulletin of the Seismological Society of America, February 1, 1983; 73(1): 1 - 22.
[Abstract] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
J. G. ANDERSON and J. E. LUCO
Parametric study of near-field ground motions for oblique-slip and dip-slip dislocation models
Bulletin of the Seismological Society of America, February 1, 1983; 73(1): 45 - 57.
[Abstract] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
K. AKI
Strong motion prediction using mathematical modeling techniques
Bulletin of the Seismological Society of America, December 1, 1982; 72(6B): S29 - S41.
[Abstract] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
M. BOUCHON
A dynamic source model for the San Fernando earthquake
Bulletin of the Seismological Society of America, December 1, 1978; 68(6): 1555 - 1576.
[Abstract] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
R. DOBRY, I. M. IDRISS, and E. NG
Duration characteristics of horizontal components of strong-motion earthquake records
Bulletin of the Seismological Society of America, October 1, 1978; 68(5): 1487 - 1520.
[Abstract] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
C. A. LANGSTON
The February 9, 1971 San Fernando earthquake: A study of source finiteness in teleseismic body waves
Bulletin of the Seismological Society of America, February 1, 1978; 68(1): 1 - 29.
[Abstract] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
M. BOUCHON and K. AKI
Discrete wave-number representation of seismic-source wave fields
Bulletin of the Seismological Society of America, April 1, 1977; 67(2): 259 - 277.
[Abstract] [PDF]




HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
Copyright © 1975 by the Seismological Society of America.