Sliding blocks under Near-fault pulses: Closed-form solutions

Geotechnical Special Publication

Volumn , Issue 181, 2008, Pages

  Voyagaki, Elia ^a   Mylonakis, George ^b   Psycharis, Ioannis N ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

^b UNIVERSITY OF PATRAS   (Greece)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL AND NUMERICAL SOLUTIONS; CLOSED FORM SOLUTIONS; CLOSED-FORM EXPRESSION; FRICTIONAL STRENGTH; GEOTECHNICAL ENGINEERS; GROUND ACCELERATIONS; GROUND MOTIONS; GROUND VELOCITY; NEAR-FAULT; NEAR-FAULT EARTHQUAKE; PEAK DISPLACEMENT; PEAK RESPONSE; PERMANENT DISPLACEMENTS; PLASTIC RESPONSE; PULSE WAVEFORMS; RESIDUAL SOIL; RIGID BLOCK; RUPTURE DIRECTIVITY; SALIENT FEATURES; SLIDING BLOCKS; TIME HISTORY; WAVE FORMS;

CIVIL ENGINEERING; EARTHQUAKES; ENGINEERING; ENGINEERING GEOLOGY; FRICTION; SOIL STRUCTURE INTERACTIONS; SOILS;

GEOTECHNICAL ENGINEERING;

EID: 66449126362     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40975(318)130     Document Type: Conference Paper

References (10)

1. Ambraseys, N.N., Menu, J.M. (1988). "Earthquake-Induced Ground Displacements." Earthquake Engng and Structural Dynamics, Vol. 16, pp. 985-1006
2. Bertero, V.V., Mahin, S.A., Herrera, R.A. (1978). "Aseismic design implications of near-fault San Fernando earthquake records." Earthquake Engineering and Structural Dynamics, 6: 31-42.
3. Boore, D.M., Zoback, M.D. (1974). "Near-field motions from kinematic models of propagating faults." Bulletin of the Seismological Society of America, 64: 321-342.
4. Conte, E., Dente, G. (1989). "An Analytical Solution for Newmark's Sliding Block." Soils and Foundations, 29 (3): 152-156.
5. nd Japan - Greece Workshop on Seismic Design, Observation, & Retrofit of Foundations, April 3-4, Tokyo, Japan.
6. Mavroeidis, G., Papageorgiou, A. (2003). "A mathematical representation of near-fault ground motions." BSSA, 93(3): 1099-1131.
7. Mylonakis, G., Voyagaki, E. (2006). "Yielding Oscillator subjected to simple pulse waveforms: numerical analysis & closed-form solutions." Earthquake Engineering and Structural Dynamics, 35:1949-1974.
8. Rodriguez-Marek, A. (2000). " Near-fault seismic site response." Ph.D. Dissertation, Department of Civil Engineering, University of California, Berkeley.
9. Somerville, P.G., Smith, N.F., Graves, R.W., Abrahamson, N.A. (1997). "Modification of empirical strong motion attenuation relations to include the amplitude and duration effects of rupture directivity." Seism. Research Letters, 68: 199-222.
10. Yegian, M.K., Marciano, E. A., Gharaman, V.G. (1991) "Earthquake - induced permanent deformations: probabilistic approach." Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 1, pp. 35-50.