Hwang J. SH., and Hsu T. Y. Experimental study of isolated building under triaxial ground excitations[J]. Journal of Structure Engineering, 2000, 126(8): 879-886.
[2]
陆伟东,刘伟庆,吴晓飞,等.昆明新国际机场航站楼A区结构模型振动台试验研究[J].建筑结构学报,2011,32(6):27-33. LU Weidong, LIU Weiqing, WU Xiaofei, et al. Shake table test of terminal a structure of Kunming international airport[J]. Journal of Building Structures, 2011, 32(6): 27-33.(in Chinese)
[3]
胥玉祥,朱玉华,卢文胜.云南省博物馆新馆隔震结构模拟地震振动台试验研究[J].建筑结构学报,2011,32(10):39-47. XU Yuxiang, ZHU Yuhua, LU Wensheng. Shaking table model test of New Yunnan Provincial Museum[J]. Journal of Building Structures, 2011, 32(10): 39-47.(in Chinese)
[4]
朱腾宇,朱玉华.铅芯橡胶支座滞回特性的振动台试验研究[J].结构工程师,2012,28(4):128-132. ZHU Tengyu, ZHU Yuhua. Shake table test on hysterical properties of lead rubber bearings[J]. Structural Engineers, 2012, 28(4): 128-132.(in Chinese)
[5]
王建强,管品武,姚谦峰.铅芯叠层橡胶支座基础隔震结构双向地震反应分析[J].地震工程与工程振动,2005,25(1):133-137. WANG Jianqiang, GUAN Pinwu, YAO Qianfeng. Analysis on bilateral seismic response of base-isolated structure with lead rubber bearings[J]. Earthquake Engineering and Engineering Vibration, 2005,25(1): 133-137.(in Chinese)
[6]
钟铁毅,杨风利,吴 彬.铅芯橡胶支座隔震铁路简支梁桥双向地震响应分析[J].中国铁道科学,2007,28(3):38-43. ZHONG Tieyi, YANG Fengli, WU Bin. Analysis of the bidirectional seismic responses for seismically isolated railway simple supported beam bridge by lead rubber bearing[J]. China Railway Science, 2007,28(3): 38-43.(in Chinese)
[7]
杜修力,韩 强,刘晶波.多维地震作用下隔震桥梁地震反应―理论分析与试验结果比较[J].振动与冲击,2008,27(9):66-71. DU Xiuli, HAN Qiang, LIU Jingbo. Seismic response of isolated bridges with LRB under multi-directional earthquake ―part(Ⅱ) theoretical and comparative analysis[J]. Journal of Vibration and Shock, 2008, 27(9): 66-71.(in Chinese)
[8]
Abe M. Yoshida J., and Fujino Y. Multiaxial behaviors of laminated rubber bearings and their modeling. I: experimental study[J]. Journal of Structure Engineering, 2004, 130(8): 1119-1132.
[9]
李 祯,李向真,向伟明,等.铅芯橡胶隔震支座水平双向试验研究[J].广州大学学报(自然科学版),2011,10(3):62-66. LI Zhen, LI Xiangzhen, XIANG Weiming, et al. Research on lead rubber bearing in horizontal two-dimensional loading test[J]. Journal of Guangzhou University(Natural Science Edition), 2011, 10(3): 62-66.(in Chinese)
[10]
王 翔.铅芯叠层橡胶支座多向受力力学性能研究[D].郑州:郑州大学,2013. WANG Xiang. The mechanical properties of lead rubber bearing under multiaxial loading[D]. Zhengzhou: Zhengzhou University, 2013.(in Chinese)
[11]
郑明军,王文静,陈政南,等.橡胶Mooney-Rivlin模型力学性能常数的确定[J].橡胶工业,2003,50(8):462-465. ZHENG Mingjun, WANG Wenjing, CHEN Zhengnan, et al. Determination for mechanical constants of rubber Mooney-Rivlin model[J]. China Rubber Industry, 2003, 50(8): 462-465.(in Chinese)
[12]
江宜城,聂肃非,叶志雄,等.多铅芯橡胶隔震支座非线性力学性能试验研究及其显式有限元分析[J].工程力学,2008,25(7):11-17. JING Yicheng, NIE Xiaofei, YE Zhixiong, et al. Experimental study on mechanical properties of multi-lead rubber bearing and its explicit finite element anslysis[J]. Engineering Mechanics, 2008, 25(7): 11-17.(in Chinese)
