Título: | NUMERICAL MODELING OF THE STATIC AND SEISMIC BEHAVIOR OF EARTH DAMS | ||||||||||||
Autor: |
DENYS AMADOR PARRA MURRUGARRA |
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Colaborador(es): |
CELSO ROMANEL - Orientador FERNANDO SABOYA ALBUQUERQUE JUNIOR - Coorientador |
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Catalogação: | 11/OUT/2001 | 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=2020&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=2020&idi=2 [es] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=2020&idi=4 |
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DOI: | https://doi.org/10.17771/PUCRio.acad.2020 | ||||||||||||
Resumo: | |||||||||||||
This work presents the development of numerical procedures
for static and dynamic sequential analysis of earth dams
during the main phases of their life: construction,
reservoir filling and seismic loading. The numerical
modeling is performed using the finite element method with
material modulus that exhibit either stress state (static
analysis) or strain state (dynamic analysis) dependency.
General behavior characteristics of earth dams subjected to
static and dynamic loads are initially presented. The main
factors influencing the static and dynamic responses are
also indicated e briefly discussed.Mathematical
formulations and the numerical algorithms considered in the
development of a computer code specially written for this
research, such as interface elements, infinite elements,
viscous boundaries, etc., are fully described with several
illustrative examples to validate their application.
The prediction of both static and dynamic responses of the
Recreta Dam, in Peru, is also carried out considering the
available seismic records of the Lima earthquake, occurred
in 1974. The computed numerical results indicate that the
computer program is reliable, efficient and potentially
useful for other geotechnical applications.
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