Seismic response and damage evaluation for anchored and unanchored cylindrical above ground steel tanks
Tóm tắt: 67
| 
PDF: 98 
##plugins.themes.academic_pro.article.main##
Author
Từ khóa:
steel liquid storage tanks
seismic response
spring-mass model
tank-liquid interaction
failure mode
Tóm tắt
This paper aims to first present a review of studies on numerical modeling and seismic response analysis of above ground steel liquid storage tanks. On that basis, a procedure for estimating dynamic parameters associated with simplified models for anchored and unanchored conditions together with calculation methods of seismic responses and damage states of tanks are presented. In which, the nonlinear behavior of the bottom plate in the case of unanchored conditions caused by sliding and uplift phenomena is properly modeled based on the nonlinear static pushover analysis on a 3D finite element model. Finally, an example of the numerical modeling and seismic response analysis of a water tank is presented. The seismic responses and damage of both anchored and unanchored conditions are compared and evaluated in detail.
Tài liệu tham khảo
-
[1] Alessandri, S., Caputo, A. C., Corritore, D., Giannini, R., Paolacci, F., & Phan, H. N., “Probabilistic risk analysis of process plants under seismic loading based on Monte Carlo simulations”, Journal of Loss Prevention in the process Industries, 53, 2018, 136-148.
[2] Phan, H. N., Paolacci, F., Di Filippo, R., & Bursi, O. S., “Seismic vulnerability of above ground storage tanks with unanchored support conditions for Na-tech risks based on Gaussian process regression”, Bulletin of Earthquake Engineering, 18(15), 2020, 6883-6906.
[3] Jacobsen, L.S., “Impulsive hydrodynamics of fluid inside a cylindrical tank and of fluid surrounding a cylindrical pier”, Bulletin of the Seismological Society of America, 39(3), 1949, 189-203.
[4] Housner, G.W., “The dynamic behaviour of water tanks”, Bulletin of the Seismological Society of America, 53, 1963, 381-387.
[5] Veletsos, A.S., Yang, J.Y., “Earthquake response of liquid storage tanks advances in civil engineering through mechanics”, Proceedings of 2nd Engineering Mechanics Specialty Conference, Raleigh(NC):ASCE, 1977, 1-24.
[6] Haroun, M.A., Housner, G.W., “Earthquake response of deformable liquid storage tanks”, Journal of Applied Mechanics, 48, 1981, 411-418.
[7] Veletsos, A.S., Seismic response and design of liquid storage tanks, Guidelines for seismic design of oil & gas pipelines system, ASCE, NY, 1984, 255-370.
[8] Veletsos, A., Tang, Y., “Rocking response of liquid storage tanks”, Journal of Engineering Mechanics, 113(11), 1987, 1774-1792.
[9] Fischer, F.D., Rammerstorfer, F.G., “A refined analysis of sloshing effects in seismically excited tanks”, International Journal of Pressure Vessels and Piping, 76(10), 1999, 693-709.
[10] Malhotra, P.K. Wenk, T., Wieland, M., “Simple procedure for seismic analysis of liquid storage tanks”, Structural Engineering International, 3/2000, 2000.
[11] EN 1998-4, Eurocode 8: Design of structures for earthquake resistance - Part 4: Silos, tanks and pipeline, Brussels, Belgium, 2006.
[12] Malhotra, P.K., Veletsos, A.S., “Uplifting analysis of bottom plates in cylindrical tanks”, Journal of Structural Engineering, 120(12), 1994, 3489-3505.
[13] Malhotra, P.K., Veletsos, A.S., “Uplifting response of unanchored liquid-storage tanks”, Journal of Structural Engineering, 120(12), 1994, 3524-3546.
[14] Barton, D.C., Parker, J.V., “Finite element analysis of the seismic response of anchored and unanchored liquid storage tanks”, Earthquake Engineering & Structural Dynamics, 15(3), 1987, 299-322.
[15] Virella, J.C., Godoy, L.A., Suárez, L.E., “Dynamic buckling of anchored steel tanks subjected to horizontal earthquake excitation”, Journal of Constructional Steel Research, 6, 2006, 521-531.
[16] Ozdemir, Z., Souli, M., Fahjan, Y.M., “Application of nonlinear fluid-structure interaction methods to seismic analysis of anchored and unanchored tanks”, Engineering Structures, 32(2), 2018, 409-423.
[17] Vathi, M., Karamanos, S.A., “A simple and efficient model for seismic response and low-cycle fatigue assessment of uplifting liquid storage tanks”, Journal of Loss Prevention in the Process Industries, 2018, 53, 29-44.
[18] Phan, H.N., Paolacci, F., Mongabure, P., “Nonlinear finite element analysis of unanchored steel liquid storage tanks subjected to seismic loadings”, ASME Pressure Vessels and Piping Conference, 8, V008T08A040, 2017.
[19] Phan, H. N., & Paolacci, F., “Fluid-structure interaction problems: an application to anchored and unanchored steel storage tanks subjected to seismic loadings”, Proceedings of 16th European Conference on Earthquake Engineering (16ECEE), 2018.
[20] API 650, Seismic design of storage tanks-Appendix E. Welded steel tanks for oil storage, 11th Edition, Washington, DC, 2007.
[21] Cambra, F.J., Earthquake response considerations of broad liquid storage tanks, Earthquake Engineering Research Center, Rep. UCBIEERC-82125, 1982.
[22] Rotter, J.M., “Buckling of ground supported cylindrical steel bins under vertical compressive wall loads”, Proceedings of Metal Structures Conference, Institution of Engineers, Australia, Melbourne, 1985, 112-127.
[23] Rotter, J.M., Local inelastic collapse of pressurised thin cylindrical steel shells under axial compression, Research Report, School of Civil and Mining Engineering, University of Sydney, 1985.
Xem thêm
##plugins.themes.academic_pro.article.sidebar##
Đã Xuất bản
Dec 31, 2022
Download
Cách trích dẫn
Phan Hoang Nam, Nguyen Hoang Vinh, và Hoang Phuong Hoa. “Seismic Response and Damage Evaluation for Anchored and Unanchored Cylindrical above Ground Steel Tanks”. Tạp Chí Khoa học Và Công nghệ - Đại học Đà Nẵng, vol 20, số p.h 12.1, Tháng Chạp 2022, tr 30-35, doi:10.31130/ud-jst.2022.436E.
