[1] Lay K S, Seismic Coupled Modeling of Axisymmetric Tanks Containing Liquid, ASCE J Eng Mech 119(9)(1993) 1747-761.
[2] Ramaneyulu K, Husain A, Sehgal D K, et al, Finite Element Analysis and Reliability Assessment of Spherical LPG Storage Tank, IE (I) Journal-MC 84(3)(2003) 98-103.
[3] Papaspyrou S, Valougeorgis D, Karamanos S A, Refined Solutions of Externally Induced Sloshing in Half-full Spherical Containers, J Engng Mech 129(12)(2003) 1369-379.
[4] Lazaros A. Patkas, Manolis A. Platyrrachos, Sloshing Effects on the Seismic Design of Horizontal-Cylindrical and Spherical Industrial Vessels, Journal of Pressure Vessel Technology, 128(2006) 328-340.
[5] Lazaros A. Patkas, Manolis A. Platyrrachos, Variational Solutions for Externally Induced Sloshing in Horizontal-Cylindrical and Spherical Vessels, Journal of Engineering Mechanics, 133(6)(2007) 641-655.
[6] Housner G W, Dynamic pressures on accelerated fluid containers, Bulletin of the Seismological Society of America 47(1)(1957) 15-35.
[7] 戴鸿哲,王伟,肖志刚. 球形储液罐液-固耦联地震反应及减振方法[J].哈尔滨工业大学学报,2010, 42(4):515-520.
Dai Hong-zhe,Wang Wei,Xiao Zhi-gang. Fluid-structure interactive seismic response and vibration dissipation method of spherical liquid-storage tank[J].Journal f Harbin Institute of technology, 2010, 42(4):515-520.
[8] Seyyed M. Hasheminejad, Ali Moshrefzadeh, Miad Jarrahi, Transient Sloshing in Partially Filled Laterally Excited Spherical Vessels, Journal of Engineering Mechanics 139(7) (2013) 802-813.
[9] Stefan aus der Wiesche, Sloshing dynamics of a viscous liquid in a spinning horizontal
cylindrical tank, Aerospace Science and Technology 12(6) (2008) 448-456.
[10] Seyyed M. Hasheminejad, M.M. Mohammadi, Effect of anti-slosh baffles on free liquid oscillations in partially filled horizontal circular tanks, Ocean Engineering 38(2011) 49-62.
[11] Seyyed M.Hasheminejad, MostafaAghabeigi, Transient sloshing in half-full horizontal elliptical tanks under lateral excitation, Journal of Sound and Vibration 330(2011)3507–3525.
[12] Seyyed M. Hasheminejad, Mostafa Aghabeigi, Sloshing characteristics in half-full horizontal elliptical tanks with vertical baffles, Applied Mathematical Modelling 36 (2012) 57–71.
[13]Hasheminejad, S.M., Mohammadi, M.M., Effect of anti-slosh baffles on free liquid oscillations in partially filled horizontal circular tanks, Journal of Ocean Engineering 38(2011),
49–62.
[14] Omar Badran, Mohamed S. Gaith, Ali Al-Solihat, The Vibration of Partially Filled Cylindrical Tank Subjected to Variable Acceleration, Engineering 4(2012) 540-547.
[15]Seyyed M. Hasheminejadn, M.M. Mohammadi, Miad Jarrahi, Liquid sloshing in partly-filled
laterally-excited circular tanks equipped with baffles, Journal of Fluids and Structures 44(2014) 97-114.
[16] Amir Kolaei , Subhash Rakheja , Marc J. Richard, Three-dimensional dynamic liquid slosh in partially-filled horizontal tanks subject to simultaneous longitudinal and lateral excitations, European Journal of Mechanics B/Fluids 53 (2015) 251–263.
[17] Wenyuan Wang, Zijian Guon, Yun Peng, Qi Zhang, A numerical study of the effects of the T-shaped baffles on liquid sloshing in horizontal elliptical tanks, Ocean Engineering 111 (2016) 543–568.
[18]Seyyed M. Hasheminejad , H. Soleimani, An analytical solution for free liquid sloshing in a
finite-length horizontal cylindrical container filled to an arbitrary depth, Applied Mathematical
Modelling 48(2017)338-352.
[19] Alessandra Fiore, Carlo Rago, Ivo Vanzi, et al, Seismic behavior of a low‑rise horizontal cylindrical tank, International Journal of Advanced Structural Engineering (2018) 1-10.
[20] Ray Clough, Joseph Penzien. 结构动力学[M]. 王光远等译.北京:高等教育出版社,2006.
Ray Clough, Joseph Penzien. Dynamics of structures[M].Wang Guang-yuan. Beijing: Higher Education Press, 2006.
[21] 吕远,孙建刚,孙宗光. 球形储罐考虑储液晃动时的简化动力学模型基本理论[J]. 振动与冲击, 2019,38(7): 155-164.
Lü Yuan, Sun Jiangang, Sun Zongguang. Basic theory for simplified dynamic model of a spherical tank considering stored liquid sloshing[J]. Journal of vibration and shock, 2019,38(7): 155-164.
[22] ACI 350.3-01. Code requirements for environmental engineering concrete structures (ACI 350.3-01) and commentary. American Concrete Institute, 2006.
[23] BS EN 1998-4:2006. Eurocode 8:Design of structures for earthquake resistance—Part 4: Silos, tanks and pipelines, European committee for standardization, 2006. |