چکیده مقاله
Several applications of random vibration theory to solve soil dynamics problem is suggested The paper estimates the stochastic nonlinear deformation of an earth dam by several methods Differences between taking into account different vibration modes or neglecting them and results obtained, is discussed It is important to note that stochastic method is simpler than usual iterative deterministic methods The method in this paper is based on inhomogeneous shear beam model of the dam and a random methodology
کلیدواژهها
نویسندگان
Amel Sakhi M.
PhD student in Geotechnical, International Institute of Earthquake Engineering and Seismology
شیوه ارجاع
Sakhi M., Amel,1385,Comparision between Different Correlation Coefficients of Stochastic Response of Earth Dams to Earthquake Excitatio,7th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات هفتمین کنگره بین المللی مهندسی عمران17 اردیبهشت 1385 · تهران