Título: | SEISMIC RISK ANALYSIS OF STRUCTURES AND SYSTEM COMPONENTS | ||||||||||||||||
Autor: |
ANDREIA ABREU DINIZ DE ALMEIDA |
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Colaborador(es): |
JOAO LUIS PASCAL ROEHL - Orientador JESUS ANTONIO B GOMEZ - Coorientador |
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Catalogação: | 28/MAI/2002 | 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=2667&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=2667&idi=2 |
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DOI: | https://doi.org/10.17771/PUCRio.acad.2667 | ||||||||||||||||
Resumo: | |||||||||||||||||
One presents a general methodology to the evaluation of
the seismic risk to civil
engineering structures, with emphasis to building systems,
and in sequence a series of
applications is made to exemplify this proposal and to
develop complementary procedures to
the deterministic structural analysis.
On this way, one considers the structural seismic
excitation as a weakly stationary
random process mainly defined by a ground acceleration
power density function and one
determines, in the frequency domain, similar structural
response quantity functions. One
applies, to this response functions, the first passage
problem solution according to Vanmarcke
and so determining the distribution probability functions
of these maximum structural
response quantities to remain below specified numerical
levels, which are called barriers.
From these probability distributions, one proceeds to
develop:
− a methodology to the structural seismic risk analysis,
including a previous phase to
define the seismic hazard over the Brazilian territory;
− tools to evaluated the probabilistic compromise between
a power spectrum density
function of the seismic excitation for a region and a
design response spectrum
proposed to the same area;
− the idea of a uniformly probable design response
spectrum and the procedures to
generate this function to be used in the analyses of the
primary system; and to produce
a uniformly probable coupled response spectrum for the
analyses of secondary
systems;
− a comparison between the wind horizontal action capacity
of regular building
structures in Brazil and the capability which would be
expected to the seismic hazard;
− a procedure to generate a target power spectrum density
function for the seismic
hazard probabilistically associated to a prescribed design
response spectrum for a site.
The computational support to the frequency domain
structural analysis is taken partially
from SASSI-2000 program and the probabilistic paths are
made by APESS and CA programs
which have been developed inside this work.
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