Nonlinear boundary element analysis of floor slabs reinforced with rectangular beams

DOI10.1016/j.enganabound.2006.12.007zbMath1195.74227OpenAlexW2080256843MaRDI QIDQ1958365

Wilson Sergio Venturini, Gabriela Rezende Fernandes

Publication date: 28 September 2010

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2006.12.007

zbMATH Keywords

plate bendingboundary elementsbuilding floor structuresnon-linear analysis

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Boundary element methods applied to problems in solid mechanics (74S15) Composite and mixture properties (74E30)

Related Items (9)

Multi-scale modelling for bending analysis of heterogeneous plates by coupling BEM and FEM ⋮ A boundary element formulation to perform elastic analysis of heterogeneous microstructures ⋮ BEM formulation for von Kármán plates ⋮ A 2D RVE formulation by the boundary element method considering phase debonding ⋮ BEM formulation for reinforced plates ⋮ An extended BEM formulation for plates reinforced by rectangular beams ⋮ Self-consistent linearization of non-linear BEM formulations with quadratic convergence ⋮ A BEM formulation for analysing the coupled stretching-bending problem of plates reinforced by rectangular beams with columns defined in the domain ⋮ FEM/BEM formulation for multi-scale analysis of stretched plates

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