Housner G W. The behavior of inverted pendulum structures during earthquakes[J]. Bulletin of the Seismological Society of America, 1963, 53 (2): 403-17.
[2]
Priestley M J N, Evison R J, Carr A J. Seismic response of structures free to rock on their foundations[J]. Bulletin of the New Zealand National Society for Earthquake Engineering, 1978, 11(3): 141-150.
[3]
Priestley M J N, Tao J. Seismic response of precast prestressed concrete frames with partially debonded tendons[J]. PCI J 1993, 38(1): 58-69.
[4]
Hitaka T, Sakino K. Cyclic tests on a hybrid coupled wall utilizing a rocking mechanism[J]. Earthquake Engineering and Structural Dynamics, 2008, 37: 1657-1676.
[5]
Nielsen G M, Almufti I, Mahin S A, et al. Performance of rocking core walls in tall buildings under severe seismic motions[C]// Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, July 25-29, 2010, Toronto, Ontario, Canada, Paper No 483.
[6]
朱非白.受控摇摆式钢筋混凝土框架抗震性能试验研究与分析[D].上海:同济大学,2013. ZHU Feibai. Experimental and analytical study on seismic performance of controlled rocking reinforced concrete frame[D]. Shanghai:Tongji University,2013.(In Chinese)
[7]
LU Liang, LU Xilin, ZHU F B, et al. Experimental study on seismic performance of a controllable rocking reinforced concrete frame[C]// Proceedings of the 5th International Conference on Advances in Experimental Structural Engineering, November 8-9, 2013, Taipei, China, pp.43 in Abstracts.
[8]
赵 斌,刘学剑,吕西林.柔性节点预制混凝土结构的动力反应[J].同济大学学报: 自然科学版,2005,33(6):716-721. ZHAO Bin, LIU Xuejian, LU Xilin. Seismic response analysis of precast reinforced concrete frames with ductile connections[J].Journal of Tongji University: Natural Science, 2005,33(6):716-721.(in Chinese)
[9]
Quantification of building seismic performance factors[R]. ATC-63 Project Report, FEMA P695/June 2009
