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| 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
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.
| 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 |
| 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 |
| Agradecimiento |
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| 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. |