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The Solution of Stochastic Linear Partial Differential equations Using SFEM Through Neumann and Homogeneous Chaos Expansions / Osama Hussein Galal Hussein ; Supervised Adel Ahmed Abd El Gawad , Magdy Abd El Aty ElTawil , Wahba ElTahan

By: Contributor(s): Language: Eng Publication details: Cairo : Osama Hussein Galal Hussein , 2005Description: 155P : ill ; 30cmOther title:
  • حل المعادلات التفاضلية الجزئية الخطية العشوائية بطريقة العناصر المحددة العشوائية باستخدام مفكوك نيومان ومفكوك الاضطراب المتجانس [Added title page title]
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Dissertation note: Thesis (PH.D.) - Cairo University - Faculty Of Engineering - Department Of Mathematics and Physics Summary: In this thesis , the spectral stochastic finite elements method was introduced for general stochastic linear systems which have stochastic operators and exposed to stochastic excitations with deterministic boundary conditionsTwo alternative expansions were introduced namely ; Neumann and Homogeneous Chaos expansionsGeneral mathematical expression for the first two statistical moments and the probability density function of the system response were obtainedThe derived expression were applied to three cases of study which are covering the alternative cases of stochastic structural plates
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.10.Ph.D.2005.Os.S. (Browse shelf(Opens below)) Not for loan 01010110044912000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.10.Ph.D.2005.Os.S. (Browse shelf(Opens below)) 44912.CD Not for loan 01020110044912000

Thesis (PH.D.) - Cairo University - Faculty Of Engineering - Department Of Mathematics and Physics

In this thesis , the spectral stochastic finite elements method was introduced for general stochastic linear systems which have stochastic operators and exposed to stochastic excitations with deterministic boundary conditionsTwo alternative expansions were introduced namely ; Neumann and Homogeneous Chaos expansionsGeneral mathematical expression for the first two statistical moments and the probability density function of the system response were obtainedThe derived expression were applied to three cases of study which are covering the alternative cases of stochastic structural plates

Issued also as CD

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