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]
ESPINOZA A, MAHIN S. Rocking of bridge piers subjected to multi-directional earthquake loading[C]//8th US National Conference on Earthquake Engineering., 2006.
[4]
PALERMO A, PAMPANIN S, CALVI G M. Concept and development of hybrid solutions for seismic resistant bridge systems[J]. Journal of Earthquake Engineering, 2005, 9 (6) : 899-921.
[5]
CHENG C T. Shaking table tests of a self-centering designed bridge substructure[J]. Engineering Structures, 2008, 30(12): 3426-3433.
[6]
DENG L, KUTTERB L. Characterization of rocking shallow foundations using centrifuge model tests[J]. Earthquake Engineering and Structural Dynamics, 2012, 41(5): 1043-1060.
[7]
MARRIOTT D, PAMPANIN S, PALERMO A. Biaxial testing of unbonded post-tensioned rocking bridge pierswith external replacable dissipaters[J]. Earthquake Engineering and Structural Dynamics, 2011, 40(15): 1723-1741.
[8]
SAKELLARAKI D, KAWASHIMA K. Effectiveness of seismic rocking isolation of bridges based on shake table test[C]//First European Conference on Earthquake Engineering and Seismology. Geneva, Switzerland, 2006.
[9]
HUNG H H, LIU K Y, HO T H, et al. An experimental study on the rocking response of bridge pierswith spread footing foundations[J]. Earthquake Engineering and Structural Dynamics, 2011, 40(7): 749-769.
