地震作用下浮放物体运动状态研究

杨维国1,胡卫中1,齐涛1,刘佩1,王萌1,葛家琪2

振动与冲击 ›› 2021, Vol. 40 ›› Issue (23) : 247-253.

PDF(1808 KB)
PDF(1808 KB)
振动与冲击 ›› 2021, Vol. 40 ›› Issue (23) : 247-253.
论文

地震作用下浮放物体运动状态研究

  • 杨维国1,胡卫中1,齐涛1,刘佩1,王萌1,葛家琪2
作者信息 +

Motion state of floating object under earthquake

  • YANG Weiguo1, HU Weizhong1, QI Tao1, LIU Pei1, WANG Meng1, GE Jiaqi2
Author information +
文章历史 +

摘要

为了研究地震作用下浮放物体的运动状态,将浮放物体简化为木制块体,共设计了9个试件,围绕可能发生的滑移、滑移-摇摆以及摇摆(倾覆)三种运动状态,考虑宽高比、地震波的卓越频率、体型大小、形状以及质心高度等因素的影响,采用振动台试验和数值模拟相结合的研究方法,对浮放物体的运动状态进行了系统性的研究。结果表明:浮放物体的宽高比不同时,宽高比越大,试件越稳定,而宽高比相同时,长方体试件比圆柱体试件更稳定;浮放物体的运动响应随地震波卓越频率的增大而减弱;体型的变化对浮放物体的滑移量无影响,摇摆角随体型的增大而减小;降低质心高度能够增加浮放物体的稳定性,可有效保护浮放物体;有限元模拟与试验拟合较好,可有效模拟浮放物体在水平地震作用下的滑移、滑移-摇摆以及摇摆(倾覆)响应。

Abstract

In order to study the motion state of the free standing body under the action of earthquake, the free standing body is simplified to a wooden block, and nine specimens are designed around the three possible motion states of slip, slip-rocking and rocking (overturning). Considering the influence of width-height ratio, predominant frequency of seismic wave, body size, shape and centroid height, the research method of shaking table test and numerical simulation is adopted. The motion state of the free standing body is studied systematically. The results show that when the width-height ratio of the free standing body is different, the greater the width-height ratio is, the more stable the specimen is, but when the width-height ratio is the same, the rectangular specimen is more stable than the cylindrical specimen, and the motion response of the free standing body weakens with the increase of the predominant frequency of seismic waves. The change of body size has no effect on the slip of free standing body, and the rocking angle decreases with the increase of body size. Reducing the height of the centroid can increase the stability of the free standing body and effectively protect the free standing body, and the finite element simulation fits well with the test, which can effectively simulate the sliding, sliding-rocking and rocking (overturning) response of the free standing body under the action of horizontal earthquake.

关键词

浮放物体 / 振动台试验 / 运动状态 / 有限元分析 / 刚性块体

Key words

 free standing body / shaking table test / motion state / finite element analysis / rigid block

引用本文

导出引用
杨维国1,胡卫中1,齐涛1,刘佩1,王萌1,葛家琪2. 地震作用下浮放物体运动状态研究[J]. 振动与冲击, 2021, 40(23): 247-253
YANG Weiguo1, HU Weizhong1, QI Tao1, LIU Pei1, WANG Meng1, GE Jiaqi2. Motion state of floating object under earthquake[J]. Journal of Vibration and Shock, 2021, 40(23): 247-253

参考文献

[1] 张润森, 王琪. 浮放物体平面多刚体动力学建模与算法研究 [J]. 力学学报, 2017, 49(06): 1370-1379.
Zhang Runsen, Wang Qi. Research on modeling and numerical method of free standing body on planar rigid multibody dynamics. Chinese Journal of Theoretical and Applied Mechanics, 2017, 49(6): 1370-1379.
[2] Housner G W. The behavior of inverted pendulum structures during earthquakes [J]. Bulletin of the Seismological Society of America, 1963, 53(2): 403-417.
[3] Shi B, Anooshehpoor A, Zeng Y, et al. Rocking and overturning of precariously balanced rocks by earthquakes [J]. Bulletin of the Seismological Society of America, 1996, 86(5): 1364-1371.
[4] Kounadis A N. On the overturning instability of a rectangular rigid block under ground excitation [J]. The Open Mechanics Journal, 2010, 4(1): 43-57.
[5] Kounadis A N. Rocking instability of free-standing statues atop slender cantilevers under ground motion [J]. Soil Dynamics & Earthquake Engineering, 2013, 48: 294-305.
[6] Kounadis A N. On the rocking-sliding instability of rigid blocks under ground excitation: Some new findings [J]. Soil Dynamics & Earthquake Engineering, 2015, 75: 246-258.
[7] Kounadis A N, Papadopoulos G J. On the rocking instability of a three-rigid block system under ground excitation [J]. Archive of Applied Mechanics, 2016, 86(5): 957-977.
[8] Shenton H W, Jones N P. Base excitation of rigid bodies. I: Formulation [J]. Journal of Engineering Mechanics, 1991, 117(10): 2286-2306.
[9] Shenton H W, Jones N P. Base excitation of rigid bodies. II: Periodic slide-rock response [J]. Journal of Engineering Mechanics, 1991, 117(10): 2307-2328.
[10] Shenton H W .Criteria for initiation of slide, rock, and slide-rock rigid-body modes [J]. Journal of Engineering Mechanics, 1996, 122(7): 690-693.
[11] Yang Y B, Hung H H, He M J. Sliding and rocking response of rigid blocks due to horizontal excitations [J]. Structural Engineering and Mechanics, 2000, 9(1): 1-16.
[12] Zhang J, Makris N. Rocking response of free-standing blocks under cycloidal pulses [J]. Journal of Engineering Mechanics, 2001, 127(5): 473-483.
[13] Taniguchi T. Noninear response analyses of rectangular rigid bodies subjected to horizontal and vertical ground motion [J]. Earthquake Engineering & Structural Dynamics, 2002, 31(8): 1481-1500.
[14] Peña F, Prieto F, Lourenço P B, et al. On the dynamics of rocking motion of single rigid-block structures [J]. Earthquake Engineering & Structural Dynamics, 2010, 36(15): 2383-2399.
[15] Konstantinidis D, Makris N. Experimental and analytical studies on the response of freestanding laboratory equipment to earthquake shaking [J]. Earthquake Engineering & Structural Dynamics, 2010, 38(6): 827-848.
[16] Konstantinidis D, Makris N. Experimental and analytical studies on the response of 1/4-scale models of freestanding laboratory equipment subjected to strong earthquake shaking [J]. Bulletin of Earthquake Engineering, 2010, 8(6): 1457-1477.
[17] 周乾, 闫维明, 纪金豹. 基于陈列柜边界条件的馆藏文物摇晃响应试验 [J]. 土木工程与管理学报, 2011, 28(3): 401-406.
Zhou Qian, Yan Weiming, Ji Jinbao. Experiments on oscillation response of museum cultural relics under earthquakes considering different showcase boundary conditions [J]. Journal of Civil Engineering and Management, 2011, 28(3): 401-406.
[18] 周乾, 闫维明, 纪金豹. 馆藏浮放文物地震滑移响应振动台试验 [J]. 科学技术与工程, 2013, 13(6): 1671-1815.
Zhou Qian, Yan Weiming, Ji Jinbao. Slide response of museum cultural relics under earthquake by shaking table tests [J]. Science Technology and Engineering, 2013, 13(6): 1671-1815.
[19] 周乾, 闫维明, 纪金豹. 基于陈列柜边界条件的馆藏文物地震滑移响应试验 [J]. 地震工程学报, 2013, 35(2): 220-225.
Zhou Qian, Yan Weiming, Ji Jinbao. Experiments on slide response of museum cultural relics under earthquakes considering various showcase boundary conditions [J]. China Earthquake Engineering Journal, 2013, 35(2): 220-225.
[20] 周乾, 闫维明, 纪金豹. 传统方法加固馆藏浮放文物抗震性能试验 [J]. 文物保护与考古科学, 2015(02): 65-74.
Zhou Qian, Yan Weiming, Ji Jinbao. Experimental study on aseismic behaviors of a free-standing cultural relic supported by traditional methods [J]. Sciences of Conservation and Archaeology, 2015(02): 65-74.
[21] Nezamisavojbolaghi K, Hosseini M. Behavior of Special Hospital Equipments as Rigid Block with Mass Eccentricity Subjected to Horizontal Component of Ground Motion[J]. Procedia Engineering, 2017, 199:753-758.
[22] 王亚, 杨维国, 聂焱森等. 两种新型滑板型文物隔震支座设计及性能研究 [J]. 工程科学与技术, 2018, 50(06): 56-64.
Wang Ya, Yang Weiguo, Nie Yansen, et al. Design and performance study of two new sliding relics isolation bearings [J]. Advanced Engineering Sciences, 2018, 50(06): 56-64.

PDF(1808 KB)

Accesses

Citation

Detail

段落导航
相关文章

/