Título: | COMPUTATIONAL MODELLING OF SEMI-RIGID STEEL PORTAL FRAMES | ||||||||||||||||||||||||||||||||||||||||
Autor: |
ALEXANDRE ALMEIDA DEL SAVIO |
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Colaborador(es): |
SEBASTIAO ARTHUR LOPES DE ANDRADE - Orientador LUIZ FERNANDO CAMPOS RAMOS MARTHA - Coorientador PEDRO COLMAR GONCALVES DA SILVA VELLASCO - Coorientador |
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Catalogação: | 14/ABR/2004 | Língua(s): | PORTUGUESE - BRAZIL |
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Tipo: | TEXT | Subtipo: | THESIS | ||||||||||||||||||||||||||||||||||||||
Notas: |
[pt] Todos os dados constantes dos documentos são de inteira responsabilidade de seus autores. Os dados utilizados nas descrições dos documentos estão em conformidade com os sistemas da administração da PUC-Rio. [en] All data contained in the documents are the sole responsibility of the authors. The data used in the descriptions of the documents are in conformity with the systems of the administration of PUC-Rio. |
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Referência(s): |
[pt] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=4788&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=4788&idi=2 |
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DOI: | https://doi.org/10.17771/PUCRio.acad.4788 | ||||||||||||||||||||||||||||||||||||||||
Resumo: | |||||||||||||||||||||||||||||||||||||||||
Over the past few years various researchers have been
developing geometrically non-linear finite elements
formulations with the purpose of examining the behaviour of
frames with semi-rigid connections. Among these works it is
appropriate to mention Chan and Chui, [6], that developed a
hybrid finite bar element containing two rotational springs
condensed at its extremities. As this hybrid finite
element, Chan and Chui [6] was implemented and tested in
the solver FEMOOP, [28], it was verified that it presented
an inadequate representation of bending moments, when
distributed loads were used. This verification led the
implementation of a rotational spring finite element
that could tackle any loading conditions. The use of this
element enables the users to accurate model the structural
behaviour, without the need of any additional loading
discretization. Additionally, this connection element also
allows elasto-plastic simulation analyses of the
connections, and even of the structures bars, to be
performed. The main objective of the present investigation
was to validate, based in updated literature
investigations, the finite element formulations implemented.
These procedures included linear (hybrid element and
connection element) and non-linear (connection element)
analysis of semi-rigid structural systems. The
implementations were made by the development of a system,
called FTOOL/SRC. This system enables parametric analyses
of semi-rigid connections to be performed in a simple and
compact form due to the use of an efficient graphic
interface and a compact external solver FEMOOP [28].
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