نتایج جستجو برای: fundamental solution

تعداد نتایج: 656714  

Journal: :bulletin of the iranian mathematical society 2013
m. jahanshahi m. sajjadmanesh

in this paper, two inverse problems of stephen kind with local (dirichlet) boundary conditions are investigated. in the first problem only a part of boundary is unknown and in the second problem, the whole of boundary is unknown. for the both of problems, at first, analytic expressions for unknown boundary are presented, then by using these analytic expressions for unknown boundaries and bounda...

Journal: :international journal of industrial mathematics 2015
n. ‎aliev s. ashrafi a. r. sarakhsi‎

singular perturbation problems have been studied by many mathematicians. since the approximate solutions of these problems are as the sum of internal solution (boundary layer area) and external ones, the formation or non-formation of boundary layers should be specified. this paper, investigates this issue for a singular perturbation problem including a first order differential equation with gen...

Journal: :iranian journal of science and technology (sciences) 2013
m. jahanshahi

in this paper we study the boundary layer problems in which boundary conditions are non-local. here we try to find the necessary conditions by the help of fundamental solution to the given adjoint equation. by getting help from these conditions, at first the boundary condition is changed from non-local to local. the main aim of this paper is to identify the location of the boundary layer. in ot...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه صنعتی اصفهان - دانشکده مهندسی عمران 1387

در این پایان نامه روش جدیدی مبتنی بر روش حل معادلات دیفرانسیل پارهای بر اساس روش توابع پایه برای حل مسایل ارتعاش اجباری واستاتیک تیرها و صفحات لایه ای ارایه شده است که می توان تفاوت این روش با روش های متداول توابع پایه را در استفاده از توابع هموار در ارضاء معادلات حاکم و شرایط مرزی دانست. در روش ارایه شده در این پایاننامه از معادله تعادل به عنوان معادله حاکم بر رفتار سیستم استفاده شده است که مو...

Response of a transversely isotropic 3-D half-space subjected to a surface time-harmonic excitation is presented in analytical form. The derivation of the fundamental solutions expressed in terms of displacements is based on the prefect series of displacement potential functions that have been obtained in the companion paper by the authors. First the governing equations are uncoupled in the cyl...

Journal: :international journal of civil engineering 0
i. ashayeri civil engineering department, school of engineering, razi university, taghebostan, daneshgah blvd., kermanshah, iran, p.o.box: 67149-67346 m. kamalian geotechnical research center, international institute of earthquake engineering & seismology (iiees), no. 26 arghavan st., north dibaji st. tehran, iran, p.o.box: 19537-14453 m. k jafari geotechnical research center, international institute of earthquake engineering & seismology (iiees), no. 26 arghavan st., north dibaji st. tehran, iran, p.o.box: 19537-14453 m. biglari civil engineering department, school of engineering, razi university, taghebostan, daneshgah blvd., kermanshah, iran, p.o.box: 67149-67346 ma. mirmohammad sadeghi isfahan higher education and research institute (iheari), p.o. box: 18314-416 isfahan, iran

this paper presents time domain fundamental solutions for the extended biot's dynamic formulations of two-dimensional (2d) unsaturated poroelasticity. unsaturated porous media is considered as a porous media in which the voids are saturated with two immiscible fluids, i.e. liquid and gas. at first, the corresponding explicit laplace transform domain fundamental solution is obtained in term...

Journal: :Proceedings of the Japan Academy, Series A, Mathematical Sciences 1996

Journal: :Geophysical Journal International 1979

Journal: :bulletin of the iranian mathematical society 0
m. jahanshahi azarbaijan university of tarbiat moallem m. sajjadmanesh azarbaijan university of tarbiat moallem

in this paper, two inverse problems of stephen kind with local (dirichlet) boundary conditions are investigated. in the first problem only a part of boundary is unknown and in the second problem, the whole of boundary is unknown. for the both of problems, at first, analytic expressions for unknown boundary are presented, then by using these analytic expressions for unknown boundaries and bounda...

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