Time-domain analysis of infinite reservoir by finite element method using a novel far-boundary condition
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Publication:1292559
DOI10.1016/S0168-874X(98)00077-8zbMath0924.73232MaRDI QIDQ1292559
Publication date: 21 June 1999
Published in: Finite Elements in Analysis and Design (Search for Journal in Brave)
wave equationcompressible fluidhydrodynamic pressuredam-reservoir systemtruncation boundary condition
Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (5)
Influence of irregular canyon shape on location of truncation surface ⋮ Time domain analysis of dam‐reservoir interaction ⋮ Diagonalization procedure for scaled boundary finite element method in modeling semi-infinite reservoir with uniform cross-section ⋮ A novel far-boundary condition for the finite element analysis of infinite reservoir ⋮ Decoupled scaled boundary finite element method for analysing dam–reservoir dynamic interaction
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