The strain in the array is mainly in the plane (waves below ~1 Hz)

Bulletin of the Seismological Society of America

Volumn 89, Issue 6, 1999, Pages 1428-1438

  Gomberg, J ^a   Pavlis, G ^b   Bodin, P ^a  

^a UNIVERSITY OF MEMPHIS   (United States)

^b INDIANA UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CRUSTAL DEFORMATION; GEODESY; GROUND MOTION; SEISMIC DESIGN; SEISMIC WAVE; STRAIN ANALYSIS;

EID: 0033510310     PISSN: 00371106     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (24)

1. Abers, G. A. (1998). Array measurements of phases used in receiver-function calculations: Importance of scattering, Bull. Seism. Soc. Amer. 88, 313-318.
2. Al-Shukri, H. J., G. L. Pavlis, and F. L. Vernon III (1995). Site effect observations from broadband arrays, Bull. Seism. Soc. Amer. 85, 1758-1769.
3. Ariman, T., and G. E. Muleski (1981). A review of the response of buried pipelines under seismic excitations, Earthquake Eng. and Structural Dynamics, 9, 133-151.
4. Bodin, P., J. Gomberg, S. K. Singh, and M. Santoyo (1997). Dynamic deformations of shallow sediments in the Valley of Mexico. I. Three-dimensional strains and rotations recorded on a seismic array, Bull. Seism. Soc. Amer. 87, 528-539.
5. Bogdanoff, J. L., J. E. Goldberg, and A. J. Schiff (1965). The effect of ground transmission time on the response of long structures, Bull. Seism. Soc. Amer. 55, 627-640.
6. Gomberg, J., and D. C. Agnew (1997). The accuracy of seismic estimates of dynamic strains from Pinon Flat Observatory, California, meter and seismograph data, Bull. Seism. Soc. Amer. 86, 212-220.
7. Gomberg, J. (1997). Dynamic and permanent deformations, and the M 6.7, Northridge, California earthquake, Soil Dyn. Earthquake Eng 16, 471-494.
8. Hecker, S., D. J. Ponti, C. D. Garvin, and J. C. Hamilton (1995). Characteristics and origin of ground deformation produced in Granada Hills and Mission Hills during the January 17, 1994, Northridge, California, earthquake, in Proc. 6th US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Soil Liquefaction, Natl. Center for Earthquake Eng. Res. Publ., Tokyo, 11-13 June.
9. Holzer, T. L., M. J. Bennett, J. C. Tinsley, III, D. J. Ponti, and R. V. Sharp (1996). Causes of ground failure in alluvium during the Northridge, California, earthquake of January 17, 1994, in Proc. 6th US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Soil Liquefaction, Natl. Center for Earthquake Eng. Res. Publ., Tokyo, 11-13 June.
10. IRIS JSP Technical Working Group (1994). Evaluation of Geyokcha Array, Incorporated Research Institutions for Seismology report, 24 pp.
11. Johnson, N. E., and R. D. Galletly (1972). The comparison of the response of a highway bridge to uniform ground shock and moving ground excitation, Shock Vib. Bull. 42, 75-85.
12. Ohmachi, T., and M. Takahashi (1996). Dynamic strain intensity of the ground in the near-field, in The 1995 Hyogoken-Nanbu Earthquake, Investigation into Damage to Civil Engineering Structures, M. Hamada, T. Ohmachi, N. Ohbo (Editors), Japan Soc. of Civil Eng., Tokyo, 93-100.
13. Pavlis, G. L., and F. L. Vernon (1994). Calibration of seismometers using ground noise, Bull. Seism. Soc. Amer. 84, 1243-1266.
14. Repin, D. G. (1998). Study of small-magnitude, delayed multiple events and interactive three-dimensional visualization of seismic array and tectonic data, Ph.D. Thesis, Indiana University, Bloomington, Indiana, 111 pp.
15. Rezanov, I. A. (1959). Tectonics and seismicity of the Turkmen-Horosan mountains, USSR Academy of Sciences, Moscow, 246 pp (in Russian).
16. Rustanovich, D. N. (1967). Seismicity of the Turkmen SSR area and Ashkhabad 1948 earthquake, Voprosy Ingenernoy Seismologii 12, 1-95 (in Russian).
17. Rymer, M. J., T. E. Fumal, D. P. Schwartz, T. J. Powers, and F. R. Cinti (1995). Distribution and recurrence of surface fractures in Potrero Canyon associated with the 1994 Northridge, California, earthquake, in The Northridge California, Earthquake of 17 January 1994, M. C. Woods and W. R. Seiple (Editors), Calif. Dept. Conserv., Div. of Mines and Geol. Spec. Publ. 116, 133-146.
18. Singh, S. K., Santoyo, M., Bodin, P., and Gomberg, J. (1997). Dynamic deformations of shallow sediments in the Valley of Mexico. II. Single station estimates, Bull. Seism. Soc. Amer. 87, 540-550.
19. Spudich, P., L. K. Steck, M. Hellweg, J. B. Fletcher, and L. Baker (1995). Transient stresses at Parkfield, California, produced by the M 7.4 Landers earthquake of June 28, 1992: observations from the UPSAR dense seismograph array, J. Geophys. Res. 100, 675-690.
20. Stewart, J. P., R. B. Seed, and J. D. Bray (1996). Incidents of ground failure from the 1994 Northridge earthquake, Bull. Seism. Soc. Am. 86, S300-S318.
21. Trifunac, M. D., M. I. Todorovska, and S. S. Ivanovic (1996). Peak velocities and peak surface strains during Northridge, California, earthquake of 17 January, 1994, Soil Dyn. Earthquake Eng. 15, 301-310.
22. Zerva, A., A. H. Ang, and Y. K. Wen (1988). Lifeline response to spatially variable ground motions, Earthquake Eng. Struct. Dyn. 16, 361-379.
23. Zerva, A. (1992). Spatial incoherence effects on seismic ground strains, Probabilistic Eng. Mech. 7, 217-226.
24. Zhang, B., and A. S. Papageorgiou (1996). Estimation of the differential ground motions induced in the near field by the 1994 Northridge, California, earthquake, Seismol. Res. Lett., 67, 63.