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Volumn 41, Issue 2, 2012, Pages 177-196

Analysis of the rocking response of rigid blocks standing free on a seismically isolated base

Author keywords

Earthquake engineering; Overturning stability of slender columns; Rocking; Seismic isolation; Spherical sliding bearings

Indexed keywords

BEARINGS (MACHINE PARTS); CIVIL ENGINEERING; STABILITY;

EID: 84855907699     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.1124     Document Type: Article
Times cited : (157)

References (32)
  • 1
    • 0001360539 scopus 로고
    • The behaviour of inverted pendulum structures during earthquakes
    • Housner GW. The behaviour of inverted pendulum structures during earthquakes. Bulletin of the Seismological Society of America 1963; 53(2):404-417.
    • (1963) Bulletin of the Seismological Society of America , vol.53 , Issue.2 , pp. 404-417
    • Housner, G.W.1
  • 2
    • 85009235037 scopus 로고    scopus 로고
    • Mitigation of seismic risk for museum contents. Proceedings of the 10th World Conference in Earthquake Engineering, Madrid, 1992
    • Augusti G, Ciampoli M, Airoldi L. Mitigation of seismic risk for museum contents. Proceedings of the 10th World Conference in Earthquake Engineering, Madrid, 1992; 5995-6000.
    • Augusti, G.1    Ciampoli, M.2    Airoldi, L.3
  • 3
    • 85009283385 scopus 로고    scopus 로고
    • Base isolation for seismic protection of statues. Twelfth World Conference on Earthquake Engineering, New Zealand, 2000.
    • Vestroni F, Di Cinto S. Base isolation for seismic protection of statues. Twelfth World Conference on Earthquake Engineering, New Zealand, 2000.
    • Vestroni, F.1    Di Cinto, S.2
  • 4
    • 0037531216 scopus 로고    scopus 로고
    • Passive control of the seismic response of art objects
    • Calio I, Marletta M. Passive control of the seismic response of art objects. Engineering Structures 2003; 25:1009-1018.
    • (2003) Engineering Structures , vol.25 , pp. 1009-1018
    • Calio, I.1    Marletta, M.2
  • 5
    • 85009235036 scopus 로고    scopus 로고
    • Base-isolation technology for earthquake protection of art objects. The 14th World Conference on Earthquake Engineering: Innovation Practice Safety, Beijing, China, October 2008.
    • Roussis PC, Pavlou EA, Pisiara EC. Base-isolation technology for earthquake protection of art objects. The 14th World Conference on Earthquake Engineering: Innovation Practice Safety, Beijing, China, October 2008.
    • Roussis, P.C.1    Pavlou, E.A.2    Pisiara, E.C.3
  • 6
    • 68149137680 scopus 로고    scopus 로고
    • Investigations into benefits of base isolation for non-symmetric rigid blocks
    • Contento A, Di Egidio A. Investigations into benefits of base isolation for non-symmetric rigid blocks. Earthquake Engineering and Structural Dynamics 2009; 38:849-866.
    • (2009) Earthquake Engineering and Structural Dynamics , vol.38 , pp. 849-866
    • Contento, A.1    Di Egidio, A.2
  • 8
    • 0034078018 scopus 로고    scopus 로고
    • Rocking response of rigid blocks under near-source ground motions
    • Makris N, Roussos Y. Rocking response of rigid blocks under near-source ground motions. Geotechnique 2000; 50(3):243-262.
    • (2000) Geotechnique , vol.50 , Issue.3 , pp. 243-262
    • Makris, N.1    Roussos, Y.2
  • 9
    • 0035338143 scopus 로고    scopus 로고
    • Rocking response of free-standing blocks under cycloidal pulses
    • Zhang J, Makris N. Rocking response of free-standing blocks under cycloidal pulses. Journal of Engineering Mechanics, ASCE 2001; 127(5):473-483.
    • (2001) Journal of Engineering Mechanics, ASCE , vol.127 , Issue.5 , pp. 473-483
    • Zhang, J.1    Makris, N.2
  • 10
    • 0000828181 scopus 로고
    • Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions. Proceedings of the 3rd World Conference on Earthquake Engineering, Wellington, New Zealand
    • Veletsos AS, Newmark NM, Chelepati CV. Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions. Proceedings of the 3rd World Conference on Earthquake Engineering, vol. II. Wellington, New Zealand, 1965; 663-682.
    • (1965) , vol.2 , pp. 663-682
    • Veletsos, A.S.1    Newmark, N.M.2    Chelepati, C.V.3
  • 11
    • 0000132610 scopus 로고
    • Near-source ground motion and its effects on flexible buildings
    • Hall JF, Heaton TH, Halling MW, Wald DJ. Near-source ground motion and its effects on flexible buildings. Earthquake Spectra 1995; 11(4):569-605.
    • (1995) Earthquake Spectra , vol.11 , Issue.4 , pp. 569-605
    • Hall, J.F.1    Heaton, T.H.2    Halling, M.W.3    Wald, D.J.4
  • 12
    • 0031147699 scopus 로고    scopus 로고
    • Rigidity-plasticity-viscosity: can electrorheological dampers protect base-isolated structures from near-source ground motions?
    • Makris N. Rigidity-plasticity-viscosity: can electrorheological dampers protect base-isolated structures from near-source ground motions? Earthquake Engineering and Structural Dynamics 1997; 26:571-591.
    • (1997) Earthquake Engineering and Structural Dynamics , vol.26 , pp. 571-591
    • Makris, N.1
  • 13
    • 0033995017 scopus 로고    scopus 로고
    • Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures
    • Makris N, Chang S-P. Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures. Earthquake Engineering and Structural Dynamics 2000; 29(1):85-107.
    • (2000) Earthquake Engineering and Structural Dynamics , vol.29 , Issue.1 , pp. 85-107
    • Makris, N.1    Chang, S.-P.2
  • 14
    • 84855904827 scopus 로고    scopus 로고
    • Effects of near-source ground motions on frame-structures. Technical Report No. 138, The John A. Blume Earthquake Engineering Center, Stanford University
    • Alavi B, Krawinkler H. Effects of near-source ground motions on frame-structures. Technical Report No. 138, The John A. Blume Earthquake Engineering Center, Stanford University, 2001.
    • (2001)
    • Alavi, B.1    Krawinkler, H.2
  • 16
    • 0042808835 scopus 로고
    • Further developments in the wavelet theory of seismogram structure
    • Ricker N. Further developments in the wavelet theory of seismogram structure. Bulletin of the Seismological Society of America 1943; 33:197-228.
    • (1943) Bulletin of the Seismological Society of America , vol.33 , pp. 197-228
    • Ricker, N.1
  • 17
    • 0042307681 scopus 로고
    • Wavelet functions and their polynomials
    • Ricker N. Wavelet functions and their polynomials. Geophysics 1944; 9:314-323.
    • (1944) Geophysics , vol.9 , pp. 314-323
    • Ricker, N.1
  • 20
    • 75949119719 scopus 로고    scopus 로고
    • Anastasopoulos I. Effect of near-fault ground shaking on sliding systems
    • ASCE)
    • Gazetas G, Garini E. Anastasopoulos I. Effect of near-fault ground shaking on sliding systems. Journal of Geotechical Engineering (ASCE) 2009; 135(12):1906-1921.
    • (2009) Journal of Geotechical Engineering , vol.135 , Issue.12 , pp. 1906-1921
    • Gazetas, G.1    Garini, E.2
  • 21
    • 4444287343 scopus 로고    scopus 로고
    • Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations
    • ASCE)
    • Makris N, Black CJ. Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations. Journal of Engineering Mechanics (ASCE) 2004; 130(9):1006-1018.
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.9 , pp. 1006-1018
    • Makris, N.1    Black, C.J.2
  • 22
    • 79953033370 scopus 로고    scopus 로고
    • Estimating time scales and length scales in pulse-like earthquake acceleration records with wavelet analysis
    • DOI: 10.1785/0120090387.
    • Vassiliou MF, Makris N. Estimating time scales and length scales in pulse-like earthquake acceleration records with wavelet analysis. Bulletin of the Seismological Society of America 2011; 101(2). DOI: 10.1785/0120090387.
    • (2011) Bulletin of the Seismological Society of America , vol.101 , Issue.2
    • Vassiliou, M.F.1    Makris, N.2
  • 23
    • 84855866435 scopus 로고    scopus 로고
    • MATLAB Version 2007b. The Language of Technical Computing. The Mathworks, Inc.: Natick, MA
    • MATLAB Version 2007b. The Language of Technical Computing. The Mathworks, Inc.: Natick, MA, 1999.
    • (1999)
  • 24
    • 85009255012 scopus 로고    scopus 로고
    • The existance of 'complete similarities' in the response of seismic isolated structures subjected to pulse like ground motions and their implications in analysis. Earthquake Engineering and Structural Dynamics (in print).
    • Makris N, Vassiliou MF. The existance of 'complete similarities' in the response of seismic isolated structures subjected to pulse like ground motions and their implications in analysis. Earthquake Engineering and Structural Dynamics (in print).
    • Makris, N.1    Vassiliou, M.F.2
  • 25
    • 4444340721 scopus 로고    scopus 로고
    • Dimensional analysis of bilinear oscillators under pulse-type excitations
    • ASCE)
    • Makris N, Black CJ. Dimensional analysis of bilinear oscillators under pulse-type excitations. Journal of Engineering Mechanics (ASCE) 2004; 130(9):1019-1031.
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.9 , pp. 1019-1031
    • Makris, N.1    Black, C.J.2
  • 26
    • 84855904823 scopus 로고    scopus 로고
    • The structural design and earthquake observation of a seismic isolated building using friction pendulum system. The 7th International Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structures, Assisi, Italy, 2-5/10
    • Hyakuda T, Saito K, Tanaka N, Yoneki S, Miyazaki M, Sawada T. The structural design and earthquake observation of a seismic isolated building using friction pendulum system. The 7th International Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structures, Assisi, Italy, 2-5/10, 2001.
    • (2001)
    • Hyakuda, T.1    Saito, K.2    Tanaka, N.3    Yoneki, S.4    Miyazaki, M.5    Sawada, T.6
  • 27
    • 84855866433 scopus 로고    scopus 로고
    • Friction Pendulum Double Concave Bearing. Technical Report. Available from
    • Constantinou M. Friction Pendulum Double Concave Bearing. Technical Report. Available from:, 2004.
    • (2004)
    • Constantinou, M.1
  • 28
    • 21844462376 scopus 로고    scopus 로고
    • Experimental evaluation piecewise exact solution for predicting seismic responses of spherical sliding type isolated structures
    • Tsai CS, Chiang TC, Chen BJ. Experimental evaluation piecewise exact solution for predicting seismic responses of spherical sliding type isolated structures. Earthquake Engineering and Structural Dynamics 2005; 34(9):1027-1046.
    • (2005) Earthquake Engineering and Structural Dynamics , vol.34 , Issue.9 , pp. 1027-1046
    • Tsai, C.S.1    Chiang, T.C.2    Chen, B.J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.