Non linear vertical-rocking isolation system: Application to legged wine storage tanks-Reference-Cited by-同舟云学术

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Non linear vertical-rocking isolation system: Application to legged wine storage tanks

Published:2017-12 Issue: Volume:152 Page:790-803
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Auad Gaspar A.,Almazán José L.

Funder

Comisión Nacional de Investigación Científica y Tecnológica

Pontificia Universidad Católica de Chile

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

1. Seismic analysis of base-isolated liquid storage tanks;Shrimali;J Sound Vib,2004

2. Seismic response of base isolated liquid storage tanks considering fluid-structure-soil interaction in time domain;Cho;Soil Dyn Earthquake Eng,2004

3. Variable friction pendulum system for seismic isolation of liquid storage tanks;Panchal;Nucl Eng Des,2008

4. Behaviour of liquid storage tanks with VCFPS under near-fault ground motions;Panchal;Struct Infrastruct Eng,2012

5. Parametric analysis of liquid storage tanks base isolated by curved surface sliding bearings;Abal;Soil Dyn Earthquake Eng,2010

Cited by 13 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Comparative analysis of the dynamic behavior of structures equipped with cylindrical and spherical frictional bearings subjected to near-fault earthquakes;Structures;2024-02

2. Seismic response of elevated steel tanks equipped with the seesaw system;Bulletin of Earthquake Engineering;2023-11-24

3. On the nonlinear seismic response of liquid filled thin-walled steel elevated containers isolated by bearings to earthquake ground motions;International Journal of Pressure Vessels and Piping;2022-10

4. Seismic Vulnerability Assessment of an Unanchored Circular Storage Tank Against Elephant’s Foot Buckling;Journal of Vibration Engineering & Technologies;2022-09-07

5. Evaluating the use of variable curvature frictional isolators to mitigate the adverse effects of internal lateral impacts;Engineering Structures;2022-09

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