Colección SciELO Chile

Departamento Gestión de Conocimiento, Monitoreo y Prospección
Consultas o comentarios: productividad@anid.cl
Búsqueda Publicación
Búsqueda por Tema Título, Abstract y Keywords



An efficient computational procedure for the dynamic analysis of liquid storage tanks
Indexado
WoS WOS:000350524500018
Scopus SCOPUS_ID:84920174219
DOI 10.1016/J.ENGSTRUCT.2014.12.011
Año 2015
Tipo artículo de investigación

Citas Totales

Autores Afiliación Chile

Instituciones Chile

% Participación
Internacional

Autores
Afiliación Extranjera

Instituciones
Extranjeras


Abstract



A computationally efficient numerical model is developed in this study for evaluating the dynamic behavior of liquid storage tanks. This model has higher complexity than the Housner model (which corresponds to the simplest and most popular approach for approximating the behavior of rectangular and circular tanks) but still enjoys high computational simplicity to facilitate implementation in practice, while it is applicable to virtually any kind of tank geometry, providing at the same time a high degree of accuracy. In the proposed model, the liquid is assumed to be inviscid, incompressible and irrotational, and its motion is completely characterized by a velocity potential function. Thus, the Continuity and Equilibrium equations characterizing this motion take the form of Laplace and Bernoulli equations, respectively. The Laplace equation is solved through a 2D finite element scheme, and is then combined with the Bernoulli equation through the velocity potential function condensed at the free surface of the liquid. Numerical details for the practical implementation of the proposed scheme are discussed, whereas the approximation is shown to provide results with high accuracy for the dynamic behavior of different type of tanks when compared to the Housner model and a full finite element implementation. As shown in the examples considered the computational efficiency of the proposed model is such that extensive parametric studies can be performed with small numerical effort, which in turn makes the proposed model very attractive not only for analysis purposes but also for the design of liquid storage tanks and other related devices such as tuned liquid dampers. (C) 2014 Elsevier Ltd. All rights reserved.

Revista



Revista ISSN
Engineering Structures 0141-0296

Métricas Externas



PlumX Altmetric Dimensions

Muestra métricas de impacto externas asociadas a la publicación. Para mayor detalle:

Disciplinas de Investigación



WOS
Engineering, Civil
Scopus
Civil And Structural Engineering
SciELO
Sin Disciplinas

Muestra la distribución de disciplinas para esta publicación.

Publicaciones WoS (Ediciones: ISSHP, ISTP, AHCI, SSCI, SCI), Scopus, SciELO Chile.

Colaboración Institucional



Muestra la distribución de colaboración, tanto nacional como extranjera, generada en esta publicación.


Autores - Afiliación



Ord. Autor Género Institución - País
1 Ruiz, R. Hombre Pontificia Universidad Católica de Chile - Chile
Centro Nacional de Investigacion para la Gestion Integrada de Desastres Naturales - Chile
UNIV NOTRE DAME - Estados Unidos
University of Notre Dame - Estados Unidos
2 LOPEZ GARCIA-GONZALEZ, DIEGO Hombre Pontificia Universidad Católica de Chile - Chile
Centro Nacional de Investigacion para la Gestion Integrada de Desastres Naturales - Chile
3 Taflanidis, Alexandros A. Hombre UNIV NOTRE DAME - Estados Unidos
University of Notre Dame - Estados Unidos

Muestra la afiliación y género (detectado) para los co-autores de la publicación.

Origen de Citas Identificadas



Muestra la distribución de países cuyos autores citan a la publicación consultada.

Citas identificadas: Las citas provienen de documentos incluidos en la base de datos de DATACIENCIA

Citas Identificadas: 13.04 %
Citas No-identificadas: 86.96000000000001 %

Muestra la distribución de instituciones nacionales o extranjeras cuyos autores citan a la publicación consultada.

Citas identificadas: Las citas provienen de documentos incluidos en la base de datos de DATACIENCIA

Citas Identificadas: 13.04 %
Citas No-identificadas: 86.96000000000001 %

Financiamiento



Fuente
Pontificia Universidad Católica de Chile
National Research Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017
Pontificia Universidad Católica de Chile
National Research Center for Integrated Natural Disaster Management (Chile)
Department of Civil & Environmental Engineering & Earth Sciences, University of Notre Dame

Muestra la fuente de financiamiento declarada en la publicación.

Agradecimientos



Agradecimiento
Financial support was provided by the Pontificia Universidad Catolica de Chile, by the Department of Civil & Environmental Engineering & Earth Sciences, University of Notre Dame, and by the National Research Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017 (Chile). This financial support is gratefully acknowledged.
Financial support was provided by the Pontificia Universidad Catolica de Chile, by the Department of Civil & Environmental Engineering & Earth Sciences, University of Notre Dame, and by the National Research Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017 (Chile). This financial support is gratefully acknowledged.

Muestra la fuente de financiamiento declarada en la publicación.