参考文献/References:
[1] FURUKAWA S,SATO E,SHI Y D,et al. Full-scale shaking table test of a base-isolated medical facility subjected to vertical motions[J]. Earthquake Engineering & Structural Dynamics,2013,42(13),1931-1946.
[2]YABANA S. Development of thick rubber bearing for three-dimensional seismic isolation[C]//Proc. of 12th World Conference on Earthquake Engineering, Auckland,New Zealand:ResearchGate,2000, 104-106.
[3]熊世树,陈金凤,梁波. 三维基础隔震结构多维地震反应的非线性分析[J]. 华中科技大学学报(自然科学版). 2004.32(12),81-84.
XIONG Shishu, CHEN Jinfeng, LIANG Bo. Nonlinear analysis of multi-dimensional seismic response in 3D base isolated structure[J].Journal of Huazhong University of Science and Technology(Nature Science Edition). 2004.32(12),81-84.
[4]孟庆利,林德全,张敏政. 三维隔震系统振动台实验研究[J]. 地震工程与工程振动.2007(3):116-120.
MENG Qingli, LIN Dequan, ZHANG Minzheng. Study on three-dimensional isolated system in shaking table test[J].Journal of Earthquake Engineering and Engineering Vibration.2007(3):116-120.
[5]魏陆顺,周福霖等. 三维隔震(振)支座的工程应用与现场测试[J].地震工程与工程振动.2007(3):121-125.
WEI Lushun, ZHOU Fulin et al.Application of three-dimensional seismic and vibration isolator to building and site test[J].Journal of Earthquake Engineering and Engineering Vibration.2007(3):121-125.
[6]GENT A N, LINDLEY P B. The compression of bonded rubber blocks[J], Proc. Instn. Mech. Engrs., 1959,173(3): 111-122.
[7]Gent A N, Meinecke E A. Compression, bending, and shear of bonded rubber blocks[J]. Ploymer Engineering and Science. 1970. 10(1): 48-53.
[8]GENT A N. Henry R L. ROXBURY M L. Interfacial Stresses for bonded rubber blocks in compression and shear[J]. Journal of Applied Mechanics. 1974, 41(4): 855-859.