Seismic analysis of base-isolated liquid storage tanks using the BE-FE-BE coupling technique

Soil Dynamics and Earthquake Engineering

Volumn 22, Issue 9-12, 2002, Pages 1151-1158

  Kim, Moon Kyum ^a   Lim, Yun Mook ^a   Cho, Seong Yong ^a   Cho, Kyung Hwan ^a   Lee, Kang Won ^b  

^a Yonsei University   (South Korea)

^b Korea Gas Corporation   (South Korea)

Author keywords

Base isolated liquid storage tank; Base isolation system; Finite element; Seismic ground motion; Soil structure liquid interaction

Indexed keywords

BOUNDARY CONDITIONS; COMPUTER SIMULATION; COUPLINGS; EARTHQUAKES; SOIL STRUCTURE INTERACTIONS; TANKS (CONTAINERS);

SEISMIC GROUND MOTIONS;

SEISMIC PROSPECTING;

BOUNDARY ELEMENT METHOD; EARTHQUAKE ENGINEERING; FINITE ELEMENT METHOD; GROUND MOTION; SEISMIC ISOLATION; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION; STORAGE TANK;

EID: 0036817730     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00142-2     Document Type: Article

References (14)

1. Housner GW. Dynamic pressures on accelerated fluid containers. Bull Seismol Soc Am 1957;47(1):15-35.
2. Housner GW. The dynamic behavior of water tank. Bull Seismol Soc Am 1963;53:381-7.
3. Veletsos AS, Yang JY. Dynamic of fixed-base liquid storage tanks. US-Japan Seminar for Earthquake Engineering Research, Tokyo, Japan; 1976. p. 317-41.
4. Veletsos AS, Yang JY. Earthquake response of liquid storage tanks. Proceedings Second EMD Speciality Conference ASCE, New York; 1977.
5. Haroun MA, Housner GW. Seismic design of liquid storage tanks. Proceedings of the Journal of Technical Councils ASCE; 1981. p. 191-207.
6. Haroun MA, Housner GW. Dynamic characteristics of liquid storage tanks. J Engng Mech ASCE 1982;108:783-99.
7. Veletsos AS. Guidelines for the seismic design of oil and gas pipeline systems ASCE. New York: Technical council on lifeline earthquake engineering ASCE; 1984. Chapter 7, p. 255-370.
8. Rammerstorfer FG, Fischer FD. Storage tanks under earthquake loading. J Appl Mech ASME 1990;43:261-81.
9. Haroun MA, Housner GW. Dynamic interaction of liquid storage tanks and foundation soil. Proceedings of the Second ASCE/EMD Special Conference on Dynamic Response of Structures, Atlanta, GA; 1981. p. 346-60.
10. Seeber R, Fisher FD, Rammerstorfer FG. Analysis of a threedimensional tank-liquid-soil interaction problem. J Pressure Vessel Technol ASME 1990;112:28-33. Fig. 8. Relative displacements between foundation and bottom plate.
11. Hori N. Effects of soil on the dynamic response of liquid-tank systems. J Pressure Vessel Technol ASME 1990;118:112-23.
12. Kim MK, Lim YM, Rhee JW. Dynamic analysis of layered half planes by coupled finite and boundary elements. Engng Struct 2000;20:670-80.
13. Kim MK, Lim YM, Cho WY. Three dimensional dynamic response of surface foundation on layered half-space. Engng Struct 2001;23: 1427-36.
14. Luco JE. Impedance functions for a rigid foundation on a layered medium. Nucl Engng Des 1974;31:204-17.