Lateral variations of coda Q and attenuation of seismic waves in Southwest Anatolia

2008 ◽  
Vol 12 (3) ◽  
pp. 367-376 ◽  
Author(s):  
Şakir Şahin
2011 ◽  
Vol 6 (1) ◽  
pp. 1-11 ◽  
Author(s):  
Mamdouh A. Morsy ◽  
Sherif El Hady ◽  
Salah M. Mahmoud ◽  
Enayat Abdel Moneim Awad

1997 ◽  
Vol 149 (3) ◽  
pp. 575-599 ◽  
Author(s):  
J. Yamamoto ◽  
L. Quintanar ◽  
R.B. Herrmann ◽  
C. Fuentes

1972 ◽  
Vol 62 (1) ◽  
pp. 385-400 ◽  
Author(s):  
C. Wright

Abstract Arrival times, slownesses and azimuths for coherent signals arriving between P and 60 secafter PP have been measured for 12 earthquakes recorded at the Yellowknife array at distances between 90° and 115°. The slowness (dT/dΔ) and azimuth values for P indicate that corrections to dT/dΔ for local structure beneath the array are small and can be neglected. A statistical study of arrivals from 10 events at distances less than 103° did not demonstrate conclusively the existence of PdP waves, and revealed a pattern of slowness values for precursors to PP similar to that observed by Wright and Muirhead (1969) at a distance of 106.0°. Further, a more detailed examination of three events at distances of 93.1°, 105.5° and 114.5° showed the presence of precursors with slowness values of about 10 sec/deg. These results required the development of an asymmetric reflection hypothesis in which the large amplitudes of these waves are produced by cusps in the travel-time curve near 20° and lateral variations in the uppermost regions of the Earth.


2020 ◽  
Vol 791 ◽  
pp. 228564
Author(s):  
Dina Vales ◽  
Jens Havskov ◽  
Luís Matias ◽  
Sónia Silva

2011 ◽  
Vol 8 (1) ◽  
pp. 275-286
Author(s):  
R.G. Yakupov ◽  
D.M. Zaripov

The stress-deformed state of the underground main pipeline under the action of seismic waves of an earthquake is considered. The generalized functions of seismic impulses are constructed. The pipeline motion equations are solved with used Laplace transformation by the time. Tensions and deformations of the pipeline have been determined. A numerical example is reviewed. Diagrams of change of the tension depending on earthquake force are provided in earthquake-points.


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