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http://dx.doi.org/10.3795/KSME-A.2002.26.3.544

Seismic Design Guidelines for Welded Steel Oil Storge Tank (KS B 6225)  

Park, Jong-Ryul (현대엔지니어링(주)화공플랜트사업부 기게부)
O, Taek-Yeol (현대엔지니어링(주)화공플랜트사업부 기게부)
Publication Information
Transactions of the Korean Society of Mechanical Engineers A / v.26, no.3, 2002 , pp. 544-552 More about this Journal
Abstract
Recommended seismic design guide for the flat bottom vortical-cylindrical oil storage tanks in KS B 6225 is presented. Under earthquake excitations, the hydrodynamic pressure exerted on the tank walls produces overturning moment which may cause either a failure of the anchors or a buckling of the tank shell near its base. The basis for establishing design loads due to hydrodynamic pressure is described including seismic zone risk map in Korea, zone coefficients and the essential facilities factor. This procedure for calculating applied compressive stress on the shell base subjecting to seismic load and for estimating the allowable buckling stress is described.
Keywords
Impulsive Pressure; Convective Pressure; Sloshing Frequency; Seismic Overturning Moment; Buckling;
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  • Reference
1 Seismic Analysis of Fluid Storage Tanks /
[ Leon, G. S.;Kausel, E. A. M. ] / Journal of Structural Engineering   DOI   ScienceOn
2 Zeng, X., 1993, 'Earthquake Response Analysis of Unanchored Cylindrical Liquid Storage Tanks,' Ph.D Thesis, Carleton University, Ottawa, Canada
3 Poole, A. B., 1994, 'Simplified Design and Evaluation of Liquid-Storage Tanks Relative to Earthquake Loading,' PVP-Vol. 275-2, ASME, Seismic Engineering, Vol. 2, pp. 111-116
4 Veletsos, A. S. and Yang, J. Y., 1977, 'Earthquake Response of Liquid Storage,' ASCE Technical Council on Lifeline Earthquake Engineering, pp. 255-365
5 박종률, 2001, '수학적 해석 방법에 의한 액체저장탱크의 액동압 거동 해석,' 대한기계학회 2001년 춘계학술대회논문집 A권, pp. 628-635   과학기술학회마을
6 Rinne, J. E., 1967, 'Oil Storage Tanks,' The Prince William Sound, Alaska, Earthquake of 1964 and Aftershocks, Vol. II, Part A, ESSA, U.S. Department of Commerce, Coast and Geodetic Survey
7 Hanson, R. D., 1973, 'Behavior of Liquid Storage Tanks,' The Great Alaska Earthquake of 1964, Engineering, National Academy of Sciences, Washington, D. C.
8 Jennings, P. C., 1971, 'Damage of Storage Tanks,' Engineering Features of the San Fernado Earthquake, Earthquake Engineering Research Laboratory, Cal. Tech.
9 Wozniak, R. S. and Mitchell, W. W., 1978, 'Basis of Seismic Design Provision for Welded Steel Oil Storage Tanks,' Proceedings-Refining Department, American Petroleum Institute, Washington, D.C., Vol. 57, pp. 485-501
10 Husid, R., Espinosa, A. F. and Casas, J. de las, 1977, 'The Lima Earthquake of October 3, 1974: Damage Distribution,' Bulletin of the Seismological Society of America, Vol. 67, No.5, pp. 1441-1472
11 Tong, W. H., 1998, 'Seismic Issues of Vertical Flat Bottom Storage Tanks,' EQE International, Inc. Irvine, California, USA
12 Haroun, M. A., EI-Zeiny, A. A., and Bhatia, H., 1994, 'Seismic Design Guidelines for Liquefied Natural Gas Tanks,' PVP-Vol. 272, Sloshing, Fluid-Structure Interaction and Structural Response Due to Shock and Impact Loads, ASME, pp. 43-49
13 ?戶口, 1987, 'JIS石油貯槽, 日本規格協會, pp. 318-320
14 ASCE, 1997, 'Guidelines for Seismic Evaluation and Design of Petrochemical Facilities,' pp. 4-5-4-23
15 Housner, G. W., 1955, 'Dynamic Pressures on Accelerated Fluid Containers,' Bulletin of The Seismological Society of America, pp. 15-35
16 Housner, G. W., 1963, 'Nuclear Reactors and Earthquakes,' TID-7024, U.S. Atomic Energy Commission, pp. 183-209, 367-390
17 Veletsos, A. S., 1974, 'Seismic Effects in Flexible Liquid Storage Tanks,' Proceeding of International Association for Earthquake Engineering, pp. 630-639
18 Leon, G. S. and Kausel, E. A. M., 1986, 'Seismic Analysis of Fluid Storage Tanks,' Journal of Structural Engineering, ASCE, Vol. 112, No. 1, pp. 1-18   DOI   ScienceOn
19 한국에너지연구소, 1982, '한반도의 지진위험도(Seismic Risk Map of Korea),' 1982년도 연구보고서, KAERI/RR-380/82
20 한국가스안전공사, 1998, 가스시설의 내진전문과정 교재, pp. 4-6-4-59