Sliding Response of Free-Standing Cultural Relics under Earthquakes by Simulation

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Abstract:

To protect cultural relics,sliding response of free-standing museum cultural relic under earthquakes was studied by SIMULINK technique.By hypothesis that shape of cultural relic was rectangle, under earthquakes its sliding conditions were analysed,its motion equations were deduced, its response curves of displacement,velocity and acceleration were obtained,and parameters such as friction ratio between it and its base as well as peak earthquake acceleration values were discussed.Results show that slide motion of cultural relic relates mainly to friction ratio and earthquake strength;Its sliding response is more obvious with the increase of earthquake strength and decrease of friction ratio;On the other hand,by SIMULINK technique sliding response of free-standing cultural relic under earthquakes can be effectively simulated which proves the technique useful.

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Periodical:

Advanced Materials Research (Volumes 163-167)

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2142-2146

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December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Y.L. Huang, W.L. Yang, and X.H. Zhang: Motions of Free-Standing Object under Earthquake. Journal of Seismology, Vol. 3(1994), pp.1-5. (in Chinese).

Google Scholar

[2] E.D. Guo, W. Wu, Y.W. Hu: Numerical Study on Seismic Sliding Response of Free-standing Equipments. Journal of Earthquake Engineering and Engineering Vibration, Vol. 27 (2007), pp.124-129. (in Chinese).

Google Scholar

[3] F.S. Zhou: Research on the Anti-Earthquake Properties and Anti-Seismic Countermeasures for Valuable Floating Instruments and Equipments. World Information on Earthquake Engineering, Vol. 15(1999), pp.68-74. (in Chinese).

Google Scholar

[4] S.J. Hogan: Slender Rigid Block Motion. Journal of Engineering Mechanics, Vol. 120 (1994), pp.11-24.

Google Scholar

[5] H.W.Ш. Shenton and N.P. Jones: Base Excitation of Rigid Bodies Ι: Formulation. Journal of Engineering Mechanics, Vol. 117(1991), pp.2286-2306.

DOI: 10.1061/(asce)0733-9399(1991)117:10(2286)

Google Scholar

[6] H.W.Ш. Shenton and N.P. Jones: Base Excitation of Rigid Bodies Ⅱ: Periodic Slide-Rock Response. Journal of Engineering Mechanics, Vol. 117(1991), pp.2307-2328.

DOI: 10.1061/(asce)0733-9399(1991)117:10(2307)

Google Scholar

[7] A. Pompei, A. Scalia and M.A. Sumbatyan: Dynamics of Rigid Block Due to Horizontal Ground Motion. Journal of Engineering Mechanics, Vol. 124(1998), pp.713-717.

DOI: 10.1061/(asce)0733-9399(1998)124:7(713)

Google Scholar