Estimation of Dynamic Properties of Steel Liquid Storage Tank by Shaking Table Test |
Choi, Hyoung Suk
(Seismic Simulation Test Center, Pusan National University)
Park, Dong Uk (Seismic Simulation Test Center, Pusan National University) Kim, Sung Wan (Seismic Simulation Test Center, Pusan National University) Kim, Jae Min (Department of Marine and Civil Engineering, Chonnam National University) Baek, Eun Rim (Seismic Simulation Test Center, Pusan National University) |
1 | Kim JK, Park JY. Shaking table test of a rectangular liquid storage tank, Proceeding of Earthquake Engineering. c2000. |
2 | Priestley MJN, Davidson BJ, Honey GD, Hopkins DC, Martin RJ, Ramsey G, Vessey JV, Wood JH. Ed; Seismic Design of Storage Tanks, Recommendations of a Study Group of the New Zealand National Society for Earthquake Engineering, Wellington, New Zealand. c1986. |
3 | Korean Standards Association, KS B 6283, Design requirements for wind load and seismic load of oil storage tanks. c2006. |
4 | Bae DG, Park JH, Oh CK. Comparison of design standards for seismic design of steel liquid storage tanks, J. Korean Society of Steel Construction. 2016 June;28(3):195-202. DOI |
5 | American Society of Civil Engineers. ASCE/SEI 7-10: Minimum design loads for buildings and other structures. c2010. |
6 | International Code Council (ICC). International, Building Code (IBC). c2009. |
7 | American Concrete Institute (ACI). ACI 350.3: Seismic design of liquid containing concrete structures and commentary. c2006. |
8 | American Water Works Association (AWWA). AWWA D100: Welded Carbon Steel Tanks for Water Storage. c2011. |
9 | American Petroleum Institute (API). API 650: Welded tanks for oil sotrage. c2012. |
10 | New Zealand Standard (NZS). NZS 3106: Design of concrete structures for the storage of liquids. c2009. |
11 | Eurocode 8: Design of structures for earthquake resistance. c2005. |
12 | Korean Standard (KS). KS B 6283: Design requirements for wind load and seismic load of oil storage tanks. c2006. |
13 | Nishi H, Yamada M, Zama S, Hatayama K, Sekine K. experimental study on the sloshing behaviour of the floating roof using a real tank. JHPI. 2008;46(1). |
14 | Architectural Institute of Japan. Structural Response and Performance for Long Period Seismic Ground Motions. c2007. |
15 | Whittaker D, Jury D. Seismic design loads for storage tanks. 12th World Conference on Earthquake Engineering, New Zealand, p. 2000-2376. |
16 | International Code Council. International Building Code. c2003. |
17 | ACI Committee 371. Guide for the analysis, design, and construction of concrete-pedestal water towers (ACI 371R-98) (Reapproved 2003), American Concrete Institute, Farmington Hills, Mich. c1998. |
18 | American Society of Civil Engineers (ASCE). Guidelines for the seismic design of oil and gas pipeline systems, Committee on Gas and Liquid Fuel Lifelines of the Technical Council on Lifeline Earthquake Engineering, Section 7. c1981. |
19 | American Society of Civil Engineering (ASCE). Fluid/structure interaction during seismic excitation, Report by Committee on Seismic Analysis. c1984. |
20 | American Society of Civil Engineers (ASCE). Minimum design loads for buildings and other structures. ASCE 7-05, Reston, Va. c2005. |
21 | ANSI/AWWA. AWWA standard for wire- and strand-wound, circular, prestressed concrete water tanks. ANSI/AWWA D110-95. c1995. |
22 | Housner GW. Dynamic pressure on fluid containers, technical information (tid) document 7024. Chapter 6 and Appendix F, U.S. Atomic Energy Commission. c1963. |
23 | American Concrete Institute (ACI). ACI 350: Seismic Design of Liquid-Containing Concrete Structures and Commentary. c2015. |
24 | Curadelli O, Ambrosini D, Mirasso A, Amani M. Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement. Journal of Fluids and Structures. 2010;26:148-159. DOI |
25 | Sweedan AMI, El Damatty A.A. Experimental identification of the vibration modes of liquid-filled conical tanks and validation of a numerical model. Earthquake engineering and structural dynamics. 2003;32:1407-1430. DOI |
26 | Amiri M, Sabbagh-Yazdi SR. Influence of roof on dynamic characteristics of dome roof tanks partially filled with liquid. Thin-Walled Structures. 2012;50:56-67. DOI |
27 | Virella JC, Godoy LA, Suarez LE. Fundamental modes of tankliquid systems under horizontal motions. Engineering Structures. 2006;28:1450-1461. DOI |
28 | Sangsari MK, Hosseinzadeh N. Shake table study of impulsive and convective damping coefficients for steel cylindrical tanks and comparison with API 650. Journal of Seismology and Earthquake Engineering. 2014;16(2). |
29 | Kolukula SS, Sajish SD, Chellapandi P. Experimental investigation of slosh parametric instability in liquid filled vessel under seismic excitations. Annals of Nuclear Energy. 2015;76. |
30 | Park SJ, Won SH, Choi MS, Kim SH, Cheung, JH. Seismic performance evaluation of externally reinforced panel water tank using shaking table tests, EESK J. Earthquake Eng. 2013 July;17(4):151-157. |