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6 Xuansheng Cheng, "Simplified Model and Energy Dissipation Characteristics of a Rectangular Liquid-Storage Structure Controlled with Sliding Base Isolation and Displacement-Limiting Devices" American Society of Civil Engineers (ASCE) 31 (31): 04017071-, 2017
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1 Sun, J. G., "Theoretical study on seismic isolation of storage tanks" 42 (42): 639-643, 2010
2 Xiong, Z. M., "Theoretical analysis of a new kind of sliding base isolation frame structure" 27 (27): 124-123, 2008
3 Housner, G. W., "The dynamic behavior of water tanks" 53 (53): 381-387, 1963
4 Michalakis Constantinou, "Teflon Bearings in Base Isolation II: Modeling" American Society of Civil Engineers (ASCE) 116 (116): 455-474, 1990
5 Petros Komodromos, "Simulation of the earthquake-induced pounding of seismically isolated buildings" Elsevier BV 86 (86): 618-626, 2008
6 Xuansheng Cheng, "Simplified Model and Energy Dissipation Characteristics of a Rectangular Liquid-Storage Structure Controlled with Sliding Base Isolation and Displacement-Limiting Devices" American Society of Civil Engineers (ASCE) 31 (31): 04017071-, 2017
7 Lopez, G. D., "Separation distance necessary to prevent seismic pounding between adjacent structures" The State University of New York at Baffalo 2004
8 Vasant A. Matsagar, "Seismic response of base-isolated structures during impact with adjacent structures" Elsevier BV 25 (25): 1311-1323, 2003
9 Ruifu Zhang, "Seismic analysis of a LNG storage tank isolated by a multiple friction pendulum system" Springer Science and Business Media LLC 10 (10): 253-262, 2011
10 Petros Komodromos, "Response of seismically isolated buildings considering poundings" Wiley 36 (36): 1605-1622, 2007
11 Fan, J., "Response and protection of the impact of base-friction-isolated structures and displacement-constraint devices under near-fault earthquakes" 40 (40): 10-16, 2007
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17 Robert Jankowski, "Non-linear viscoelastic modelling of earthquake-induced structural pounding" Wiley 34 (34): 595-611, 2005
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22 A. Masroor, "Impact model for simulation of base isolated buildings impacting flexible moat walls" Wiley 42 (42): 357-376, 2013
23 Zheng Lu, "Experimental studies of the effects of buffered particle dampers attached to a multi-degree-of-freedom system under dynamic loads" Elsevier BV 331 (331): 2007-2022, 2012
24 Angelis, M. D., "Experimental investigation on the seismic response of a steel liquid storage tank equipped with floating roof by shaking table tests" 39 (39): 377-396, 2010
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27 Yuchun Li, "Equivalent mechanical models of sloshing fluid in arbitrary-section aqueducts" Wiley 41 (41): 1069-1087, 2012
28 Kajita, Y., "Energy absorption capacity of the laminated fiber reinforced rubber installed at girder ends" 22 : 183-192, 2001
29 Xuansheng Cheng, "Dynamic Responses of a Sliding Base-isolated RLSS Considering Free Surface Liquid Sloshing" 대한토목학회 22 (22): 4964-4976, 2018
30 Wei Jing, "Dynamic Responses of Sliding Isolation Concrete Rectangular Liquid Storage Structure with Limiting Devices Under Bidirectional Earthquake Actions" Springer Science and Business Media LLC 43 (43): 1911-1924, 2018
31 Lu, Z., "Discrete element method simulation and experimental validation of particle damper system" 31 (31): 810-823, 2014
32 Azevedo, J., "Design criteria for buildings subjected to pounding" 23-28, 1996
33 Fan, J., "Calculation on robust fragility curves of base-isolated structure under near-fault earthquake considering base pounding" 31 (31): 166-172, 2014
34 Nagarajaiah, S., "Base-isolated FCC building : impact response in Northridge earthquake" 127 (127): 422-423, 2001
35 Robert Jankowski, "Analytical expression between the impact damping ratio and the coefficient of restitution in the non-linear viscoelastic model of structural pounding" Wiley 35 (35): 517-524, 2006
36 Stavros A. Anagnostopoulos, "An investigation of earthquake induced pounding between adjacent buildings" Wiley 21 (21): 289-302, 1992
37 Ge, Q. Z., "A nonlinear simplified model of liquid storage tank and primary resonance analysis" 31 (31): 166-171, 2014
38 Panayiotis C. Polycarpou, "A nonlinear impact model for simulating the use of rubber shock absorbers for mitigating the effects of structural pounding during earthquakes" Wiley 42 (42): 81-100, 2013
39 M.R. Shekari, "A coupled BE–FE study for evaluation of seismically isolated cylindrical liquid storage tanks considering fluid–structure interaction" Elsevier BV 25 (25): 567-585, 2009
40 Susendar Muthukumar, "A Hertz contact model with non-linear damping for pounding simulation" Wiley 35 (35): 811-828, 2006
41 M. K. SHRIMALI, "A COMPARATIVE STUDY OF PERFORMANCE OF VARIOUS ISOLATION SYSTEMS FOR LIQUID STORAGE TANKS" World Scientific Pub Co Pte Lt 02 (02): 573-591, 2011