Transverse responce of underground cavities and pipes to incident SV waves

Earthquake Engineering and Structural Dynamics

Volumn 30, Issue 3, 2001, Pages 409-410

  Davis, C A ^a   Lee, V W ^b   Bardet, J P ^b  

^a LOS ANGELES DEPARTMENT OF WATER AND POWER   (United States)

^b University of Southern ^*  (United States)

Author keywords

Buried pipes; Earthquake analysis; Tunnels; Underground cavity

Indexed keywords

APPROXIMATION THEORY; DYNAMIC RESPONSE; MATHEMATICAL MODELS; PIPE; SEISMOLOGY; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

FOURIER-BESSEL SERIES; UNDERGROUND PIPES;

UNDERGROUND STRUCTURES;

EARTHQUAKE RESPONSE; PIPE; TUNNEL;

CAVITY; EARTHQUAKE ENGINEERING; PIPE; S-WAVE; STRUCTURAL RESPONSE; TUNNEL; UNDERGROUND CONSTRUCTION;

EID: 0035279763     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (26)

1. Seismic design of underground structures
2. Earthquake damage to water and sewerage facilities
3. Damage to Daikai subway station
4. Characteristic features of damage to the public sewerage systems in the Hanshin area
5. Seismic analysis of large diameter flexible underground pipes
6. Diffraction of elastic waves in a half-space II. Analytical and numerical solutions
7. Diffraction of SV waves by underground, circular, cylindrical cavities
8. Dynamic displacements and stresses in the vicinity of a cylindrical cavity embedded in a half-space
9. Response of a circular cylindrical shell to disturbances in a half-space
10. Response of a circular cylindrical shell to disturbances in a half-space - numerical results
11. Dynamic stress and displacements in buried pipe
12. Diffraction of SV waves by circular cylindrical canyons of various depths
13. Interaction of a pulsed Rayleigh surface wave and a rigid cylindrical inclusion
14. Scattering and diffraction of plane P waves by circular cylindrical canyons with variable depth-to-width ratio
15. On Deformations near a circular underground cavity subjected to incident P waves
16. Stresses against underground structural cylinders
17. Responses of buried corrugated metal pipes to earthquakes
18. Engineering observations on ground motion at the Van Norman Complex after the Northridge earthquake
19. Seismic velocities and geologic conditions at twelve sites subjected to strong ground motion in the 1994 Northridge, California earthquake
20. Stress in rock about cavities