EVALUATION OF RANDOM VIBRATION THEORY FOR SITE RESPONSE ANALYSIS
Publish Year: 1390
Type: Conference paper
Language: English
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Document National Code:
SEE06_431
Index date: 6 May 2011
EVALUATION OF RANDOM VIBRATION THEORY FOR SITE RESPONSE ANALYSIS abstract
in regions where the structure is built on the soil usually seismic waves propagate through hundreds of kilometers of rock and just tens of meters of soil layers but the most changes in properties of the waves occur when they propagate through soil layers. site response analysis is the study of propagating of earthquake waves from bedrock to the ground surface .although the traditional site response analyses were performed in the frequency domain ground motion in the time domain was used as the input motion.
EVALUATION OF RANDOM VIBRATION THEORY FOR SITE RESPONSE ANALYSIS Keywords:
site response analysis , random vibration theory , inverse random vibration theory equivalent linear
EVALUATION OF RANDOM VIBRATION THEORY FOR SITE RESPONSE ANALYSIS authors
a Keshavarz
Department of Civil Engineering, Persian Gulf University, Bushehr, Iran
m Iraniparast
Department of Civil Engineering,Islamic Azad University of Bushehr, Bushehr, Iran