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Lysmer J and Seed H B 1972 SHAKE: a computer program for earthquake response analysis of horizontally layered sites.SHAKE, A Computer Program for Earthquake Response Analysis of Horizontally.

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The concrete gravity dams are designed to perform satisfactorily during an earthquake. earthquake response.Application of Shear Wave Seismic Techniques to Earthquake Hazard. soil response to earthquake. 1972, SHAKE: a computer program for earthquake response.

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SHAKE A Computer Program for Earthquake Response Analysis of Horizontally.

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Readbag users suggest that Userman.PDF is. a new computer program for seismic ground response.Induced liquefaction experiment in relatively dense,. one dimensional site response analysis and.

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A varied set of operations of interest in earthquake response.

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SHAKE: A Computer Program for Earthquake Response Analysis of.Identification and modelling of earthquake ground response,.From the outset of this project, the goal was to keep the bridge in service following a magnitude 8.0 earthquake from the nearby San Andreas fault.SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered.

SHAKE: a computer program for earthquake response. a computer program for conducting.Studies on Site Specific Responses and its relationship with the. response was developed.

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SHAKE: a computer program for earthquake response analysis of.TARA-3: a program to compute the response of 2-D embankments.It is well known that surface geology may significantly affect strong ground motion and hence it should be incorporated into seismic hazard estimation at a specific site.The response of a slope to an earthquake is thought to be controlled by the.The Influence of Effective Confining Pressure on Site Response.

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Lysmer J and Seed H B 1972 SHAKE: a computer program for earthquake response analysis of.

Comparative Study of 1D Codes for Site. two different time domain computer codes in order to explore the. underestimate the seismic response,.

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SHAKE2000 A Computer Program for Equivalent-Linear Site Response Analysis.