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Mostrando ítems 1-10 de 2024
Traditional high-rise unreinforced masonry buildings: modeling and influence of floor system stiffening on their overall seismic response
(2021)
This paper summarizes a study whose primary objectives were to develop a model for nonlinear static analysis of unreinforced masonry (URM) buildings, considering the flexibility of the floor system and analyzing the influence ...
Linear analysis of building floor structures by a BEM formulation based on Reissner's theory
(Wit Press/computational Mechanics Publications, 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 zoned plates in order to model a building floor structure. In the proposed ...
Linear analysis of building floor structures by a BEM formulation based on Reissner's theory
(Wit Press/computational Mechanics Publications, 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 zoned plates in order to model a building floor structure. In the proposed ...
Aspectos construtivos e projetuais de edifício residencial dos anos de 1970 em São Paulo, SP: análise comparativa da evolução e relação com a legislação até os dias atuais
(Universidade Estadual Paulista (Unesp), 2022-02-11)
Na cidade de São Paulo (SP), a construção civil de edifícios residenciais de múltiplos pavimentos intensificou-se na década de 1930, com estruturas de concreto armado e alvenaria de vedação. Esse processo construtivo se ...
Linear analysis of building floor structures by a BEM formulation based on Reissner's theory
(Wit Press/computational Mechanics Publications, 2014)
Influência do forro de gesso acartonado no isolamento ao ruído de impacto de sistemas de pisos de laje com vigotas protendidas e lajotas cerâmicas
(Universidade Federal de Santa MariaBrasilEngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilCentro de Tecnologia, 2020-03-10)
The discomfort related to impact noise in residential building floor systems is a common
problem in multifamily buildings and is a source of inconvenience to users of buildings. In this
context, it is necessary to study ...
Floor accelerations in buildings having different structural systems
(2015)
The default procedure indicated by the current seismic design code in the United States (ASCE 7-10) to determine seismic demands on acceleration-sensitive nonstructural components (NSCs) is a practical but perhaps somewhat ...
Non-linear boundary element analysis of floor slabs reinforced with rectangular beams
(Elsevier B.V., 2007-08-01)
In this work, a numerical model to perform non-linear analysis of building floor structures is proposed. The presented model is derived from the Kirchhoff-s plate bending formulation of the boundary element method (BENI) ...
Non-linear boundary element analysis of floor slabs reinforced with rectangular beams
(Elsevier B.V., 2007-08-01)
In this work, a numerical model to perform non-linear analysis of building floor structures is proposed. The presented model is derived from the Kirchhoff-s plate bending formulation of the boundary element method (BENI) ...