[1] Zayas V A, Low S S, Mahin S A. The FPS earthquake resisting system [R]. California: University of California at Berkeley, 1987.
[2] 王建强,丁永刚,李大望. 摩擦摆支座恢复力模型研究[J]. 四川建筑科学研究,2007,33(3):25-27.
WANG Jian-qiang, DING Yong-gang, LI Da-wang. Study on restoring force model of friction pendulum isolator [J]. Sichuan Building Science, 2007, 33(3): 25-27.
[3] 龚 健,邓雪松,周 云. 摩擦摆隔震支座理论分析与数值模拟研究[J]. 防灾减灾工程学报,2011,31(1):56-62.
GONG Jian, DENG Xue-song, ZHOU Yun. Study on theoretical analysis and numerical simulation of friction pendulum bearing [J]. Journal of disaster prevention and mitigation engineering, 2011, 31(1): 56-62.
[4] 薛素铎,潘克君,李雄彦. 竖向抗拔摩擦摆支座力学性能的试验研究[J]. 土木工程学报,2012,45(S2): 6-10.
XUE Su-duo, PAN Ke-jun, LI Xiong-yan. The experimental research on mechanical property of vertical uplift-resistant friction pendulum bearing support [J]. China civil engineering journal, 2012, 45(S2): 6-10.
[5] 李雄彦,薛素铎,潘克君. 铜基面抗拔摩擦摆支座的力学性能研究[J]. 振动与冲击,2013,32(6): 84-89.
LI Xiong-yan, XUE Su-duo, PAN Ke-jun. The experimental research on mechanical property of vertical uplift-resistant friction pendulum bearing support [J]. Journal of vibration and shock, 2013, 32(6): 84-89.
[6] 邓雪松,龚 健,周 云. 变曲率摩擦摆隔震支座理论分析与数值模拟[J]. 土木建筑与环境工程,2011,33(1):50-58.
DENG Xue-song, GONG Jian, ZHOU Yun. Theoretical analysis and numerical simulation of variable curvature friction pendulum isolation bearing [J]. Journal of civil architectural and environmental engineering, 2011, 33(1): 50-58.
[7] 龚 健,周 云,邓雪松. 某摩擦摆隔震框架结构地震反应分析[J]. 土木工程学报,2012,45(S2):146-150.
GONG Jian, ZHOU Yun, DENG Xue-song. Seismic response analysis of a FPB isolated frame structure [J]. China civil engineering journal, 2012, 45(S2): 146-150.
[8] 杨 林,常永平,周锡元,等. FPS隔震体系振动台试验与有限元模型对比分析[J]. 建筑结构学报,2008,29(4):66-72.
YANG Lin, CHANG Yong-ping, ZHOU Xi-yuan, et al. Contrastive analysis of shaking table test and finite element model on friction pendulum isolated system [J]. Journal of building structures, 2008, 29(4): 66-72.
[9] 曹新笠. 基于振动台试验的摩擦摆隔震机理及性能参数化研究[D]. 昆明:昆明理工大学,2014.
CAO Xin-li. The study of the friction pendulum isolation mechanism and performance of different parameters based on the shaking table test [D]. Kunming: Kunming university of science & technology, 2014.
[10] 翁大根,周 源,赵 阳,等. 复摩擦摆隔震性能的振动台试验研究[J]. 振动与冲击,2014,33(3): 122-129.
WENG Da-gen, ZHOU Yuan, ZHAO Yang, et al. Isolation efficiency check for multiple friction pendulum bearings using shaking table tests [J]. Journal of vibration and shock, 2014, 33(3): 122-129.
[11] 温佳年,李洪营,韩 强,等. 滑动摩擦隔震桥梁振动台试验研究[J]. 地震工程与工程振动,2016,36(2):102-110.
WEN Jia-nian, LI Hong-ying, HAN Qiang, et al. Shaking table tests of bridge model with sliding friction isolation bearings [J]. Earthquake engineering and engineering dynamics, 2016, 36(2): 102-110.
[12] ZHOU Ying, CHEN Peng. Shaking table tests and numerical studies on the effect of viscous dampers on an isolated RC building by friction pendulum bearings [J]. Soil dynamics and earthquake engineering, 2017, 100: 330-344.
[13] 薛素铎,赵 伟,李雄彦. 摩擦摆支座在单层球面网壳结构隔震控制中的参数分析[J]. 北京工业大学学报,2009,35(7): 933-938.
XUE Su-duo, ZHAO Wei, LI Xiong-yan. Parameter analysis of single-layer spherical lattice shell with FPS [J]. Journal of Beijing university of technology, 2009, 35(7): 933-938.
[14] 孔德文,孙梦涵,支旭东,等. 应用摩擦摆支座的单层球面网壳地震响应分析[J]. 土木工程学报,2012,45(S1):158-162.
KONG De-wen, SUN Meng-han, ZHI Xu-dong, et al. Seismic response analysis of single layer lattice shell with FPS [J]. China civil engineering journal, 2012, 45(S1): 6-10.
[15] 孔德文,范 峰,支旭东. 摩擦摆支座在K8型单层球面网壳结构中的隔震研究[J]. 哈尔滨工业大学学报, 2015, 47(12): 9-15.
KONG De-wen, FAN Feng, ZHI Xu-dong. Isolation research of friction pendulum bearings in K8 single-layer reticulated domes [J]. Journal of Harbin institute of technology, 2015, 47(12): 9-15.
[16] Kim Y, XUE Su-duo, ZHUANG Peng, et al. Seismic isolation analysis of FPS bearings in spatial lattice shell structures [J]. Earthquake engineering and engineering vibration, 2010, 9(1): 93-102.
[17] 刘 毅,薛素铎,潘克君,等. 桩-土-结构相互作用下新型抗拔摩擦摆支座对单层柱面网壳结构地震响应的影响[J]. 中南大学学报(自然科学版),2016,47(3): 967-976.
LIU Yi, XUE Su-duo, PAN Ke-jun, et al. Effect of a new friction pendulum bearing on seismic response of single-layer cylindrical reticulated shell considering pile-soil-structure interaction [J]. Journal of Central south university(Science and technology), 2016, 47(3): 967-976.
[18] 庄 鹏,薛素铎,宋飞达. 网架屋盖考虑下部结构的摩擦摆隔震控制 [J]. 工业建筑,2012,42(3): 33-38.
ZHUANG Peng, XUE Su-duo, SONG Fei-da. Seismic isolation control of lattice grid roof with substructure using friction pendulum system [J]. Industrial construction, 2012, 42(3): 33-38.
[19] 邢佶慧,柳旭东,范 锋,等. 单层柱面网壳结构地震模拟振动台试验研究[J]. 建筑结构学报,2004,25(4): 1-8.
XING Ji-hui, LIU Xu-dong, FAN Feng, et al. Shaking table experiment research on aseismic behavior of single-layer latticed cylindrical shell [J]. Journal of building structures, 2004, 25(4): 1-8.
[20] 周福霖. 工程结构减震控制[M]. 北京:地震出版社, 1997.
ZHOU Fu-lin. Seismic control of engineering structure [M]. Beijing: Seismological press, 1997.
[21] GB 50011─2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 2010.
GB 50011─2010. Code for seismic design of buildings [S]. Beijing: China architecture and building press, 2010.