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Mostrando ítems 11-20 de 2024
Non-linear boundary element analysis of floor slabs reinforced with rectangular beams
(Elsevier B.V., 2014)
Mount S. Benedict, Trinidad, B.W.I. : Cloister
(2010-03-04)
Photograph of Mount St. Benedict monastery in Trinidad and Tobago. No. 6.
Mount S. Benedict, Trinidad, B.W.I. : Cloister
(2010-03-04)
Photograph of cloister at Mount St. Benedict, Trinidad and Tobago. No. 6.
Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
(2021-01-01)
Currently, there is an increase in the demand for tall buildings in the city of Lima. This research proposes to reduce the dynamic amplification factor through the seismic design of tall buildings based on the requirements ...
A special BEM for elastostatic analysis of building floor slabs on columns
(Elsevier B.V., 2003-03-01)
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 boundary element method is presented, ...
A BEM formulation based on Reissner's theory to perform simple bending analysis of plates reinforced by rectangular beams
(Springer, 2008-10-01)
In this work, the plate bending formulation of the boundary element method (BEM), based on the Reissner's hypothesis, is extended to the analysis of plates reinforced by rectangular beams. This composed structure is modelled ...
Analysis of the Coupled Stretching-Bending Problem of Stiffened Plates by a BEM Formulation Based on Reissner's Hypothesis
(World Acad Sci, Eng & Tech-waset, 2007-01-01)
In this work, the plate bending formulation of the boundary element method - BEM, based on the Reissner's hypothesis, is extended to the analysis of plates reinforced by beams taking into account the membrane effects. The ...