This work presents a boundary element formulation for the analysis of building floor slabs, without beams, in which columns are coupled with the plate. An alternative formulation of …
YF Rashed - International journal for numerical methods in …, 2005 - Wiley Online Library
The present paper develops a boundary element model for flat plate floors. The floor slab is modelled using the shear‐deformable plate bending theory. Internal columns or walls are …
This paper presents a Boundary Element Method formulation for the analysis of plates with subregions with different thicknesses with the aim of analysing building floors. Usually this …
SF Ng, MS Cheung, X Tongyuan - Computers & structures, 1990 - Elsevier
The boundary element method (BEM) has been shown by many researchers to be an efficient numerical tool with which to analyse various engineering structures. In particular …
In this paper, a study of the boundary restrictions at corner plates is presented for analysis by the boundary element method. From a hypothesis regarding the uniqueness of the stress …
YF Rashed - International Journal for Numerical Methods in …, 2002 - Wiley Online Library
This paper presents a new method for the analysis of plates in bending with internal supports. The proposed method can be regarded as an extension of the well‐known force …
M Guminiak, R Sygulski - Foundations of Civil and Environmental …, 2007 - researchgate.net
A static analysis of Kirchhoff plates rested on the column supports has been presented in the paper. Using the proposed approach, there is no need to introduce Kirchhoff forces at the …
JB Paiva, AV Mendonça - Engineering analysis with boundary elements, 2010 - Elsevier
In this work, a new boundary element formulation for the analysis of plate–beam interaction is presented. This formulation uses a three nodal value boundary elements and each beam …
D Sasikala, M Ameen, KBM Nambudiripad - Engineering Analysis with …, 2015 - Elsevier
This paper concerns a nonsingular formulation to deal with thin plates reinforced by beams using a BEM-FEM combination. The nonsingular formulation developed for the Kirchhoff׳ s …