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1876 振 动 工 程 学 报 第 38 卷
(5)为保证两级变阻尼 TMD 环形水箱的运行 YUE Baozeng. Three dimensional large amplitude liq‑
安全可控,建议 TMD 的设计行程需要考虑液体晃 uid sloshing under pitching excitation[J]. Chinese Jour‑
动作用的影响,并且也要考虑液体晃动作用对主体 nal of Theoretical and Applied Mechanics, 2005, 37
结构楼层剪力的附加影响。 (2):199-203.
[12] 管延敏, 叶恒奎, 陈庆任, 等 . 三维带挡板箱体液体晃
参考文献: 荡 数 值 模 拟[J]. 华 中 科 技 大 学 学 报(自 然 科 学 版),
2010, 38(4): 102-104.
GUAN Yanmin, YE Hengkui, CHEN Qingren, et al.
[1] 周福霖 . 工程结构减震控制[M]. 北京:地震出版社,
Numerical simulating liquid sloshing in 3D tanks with
1997.
baffles based boundary element method[J]. Journal of
[2] 周云 . 结构风振控制的设计方法与应用[M]. 北京:科
Huazhong University of Science and Technology (Na‑
学出版社, 2009.
ture Science Edition), 2010, 38(4): 102-104.
[3] 徐怀兵, 欧进萍 . 设置混合调谐质量阻尼器的高层建
[13] RAWAT A, MATSAGAR V A, NAGPAL A K. Nu‑
筑风振控制实用设计方法[J]. 建筑结构学报, 2017,
merical study of base-isolated cylindrical liquid storage
38(6): 144-154.
tanks using coupled acoustic-structural approach[J].
XU Huaibing, OU Jinping. Design method for wind-in‑
Soil Dynamics and Earthquake Engineering, 2019,
duced vibration control of high-rise buildings with hy‑
119: 196-219.
brid tuned mass dampers[J]. Journal of Building Struc‑
[14] RAWAT A, MATSAGAR V A, NAGPAL A K.
tures, 2017, 38(6) :144-154.
Seismic analysis of steel cylindrical liquid storage tank
[4] ABRAMSON H N, CHU W H, KANA D D. Some
using coupled acoustic-structural finite element method
studies of nonlinear lateral sloshing in rigid containers
for fluid-structure interaction[J]. International Journal
[J]. Journal of Applied Mechanics, 1966, 33(4):
of Acoustics and Vibration, 2020, 25(1): 27-40.
777-784.
[15] 齐玮 . 基于 CAS 法的储液罐地震响应分析研究[D].
[5] FALTINSEN O M, ROGNEBAKKE O F, LU‑
大连:大连理工大学, 2022.
KOVSKY I A, et al. Multidimensional modal analysis
QI Wei. Research on seismic response analysis of liquid
of nonlinear sloshing in a rectangular tank with finite wa‑
storage tanks based on coupled acoustic-structural ap‑
ter depth[J]. Journal of Fluid Mechanics, 2000, 407
proach[D]. Dalian: Dalian University of Technology,
(1): 201-234.
2022.
[6] HOUSNER G W. The dynamic behavior of water tanks
[16] MITTAL V, CHAKRABORTY T, MATSAGAR
[J]. Bulletin of the Seismological Society of America,
V. Dynamic analysis of liquid storage tank under blast
1963, 53(2): 381-387.
using coupled Euler-Lagrange formulation[J]. Thin-
[7] HOUSNER G W. Dynamic pressures on accelerated
Walled Structures, 2014, 84: 91-111.
fluid containers[J]. Bulletin of the Seismological Soci‑
[17] 詹自敏, 邢皓 . 储液容器地震响应的 CEL 和 SPH 法
ety of America, 1957, 47(1): 15-35.
数 值 模 拟 对 比 研 究[C]// 中 国 核 科 学 技 术 进 展 报 告
[8] CELEBI M S, AKYILDIZ H. Nonlinear modeling of
liquid sloshing in a moving rectangular tank[J]. Ocean (第四卷)——中国核学会 2015 年学术年会论文集第 2
Engineering, 2002, 29(12): 1527‑1553. 册(核能动力分卷(上)). 2015:156-161.
[9] 沈国光 . 矩形容器内流体晃动的数值模拟[J]. 水动力 ZHAN Zimin, XING Hao. Numerical study of seismic
学研究与进展(A 辑), 1997, 12(3): 281-288. response of liquid-filled tank using CEL and SPH meth‑
SHEN Guoguang. Numerical simulation of liquid slosh‑ ods[C]// Progress Report on China Nuclear Science &
ing in a rectangular container[J]. Journal of Hydrody‑ Technology (Vol.4)——Proceedings of the 2015 Annu‑
namics (Ser. A), 1997, 12(3): 281-288. al Conference of Chinese Nuclear Society, Volume 2
[10] 端木玉, 朱仁庆, 陈正云, 等 . 不同液舱结构形式对晃 (Nuclear Power Volume (Part 1)). 2015: 156-161.
荡 的 影 响 分 析[J]. 水 动 力 学 研 究 与 进 展(A 辑), [18] 王骁峰, 梁德利, 王喆, 等 . 基于欧拉-拉格朗日方法
2006, 21(6): 760-769. 的囊式贮箱流固耦合晃动问题的有限元仿真研究[J].
DUANMU Mu, ZHU Renqing, CHEN Zhengyun, et 强度与环境, 2016, 43(5): 24-29.
al. Analysis on sloshing of different ship tanks[J]. Jour‑ WANG Xiaofeng, LIANG Deli, WANG Zhe, et al.
nal of Hydrodynamics (Ser. A) , 2006, 21(6): Research on the simulation of the fluid-solid coupling of
760-769. tank with a rubber bag sloshing by fem based on coupled
[11] 岳宝增 . 俯仰激励下三维液体大幅晃动问题研究[J]. Eulerian-Lagrangian[J]. Structure & Environment En‑
力学学报, 2005, 37(2): 199-203. gineering, 2016, 43(5): 24-29.

