引文
[1]周福霖.工程结构减震控制[M].北京:地震出版社,1997.Zhou Fulin.Engineering Structural Vibration Control[M].Beijing:Seismological Press,1997.
[2]赵林.结构振动半主动控制及其实用性研究[D].天津:天津大学,2006.Zhao Lin.Semi-active control of structural vibration and practicality of[D].Tianjin:ianjin University,2006.6:23-48.
[3]刘海卿.SMA绞线-叠层橡胶复合支座及其隔震性能研究[D].天津:天津大学,2006.Liu Haiqing.SMA strands-laminated rubber bearing its isolation properties of[D].Tianjin:Tianjin University,2006.5:35-39..
[4]高小旺,龚思礼,苏经宇,等.建筑抗震设计规范理解与应用[M].北京:中国建筑工业出版社,2002.Gao Xiao Wang,Gong Sili,Su Jing Yu,et al.Seismic Design of Buildings understanding and application[M].Beijing:China Building Industry Press,2002.
[5]周庆文,周福霖.叠层橡胶垫隔震性能及设计[J].工业建筑,2000(8):23-25.Zhouqing Wen,Zhou Fulin.Laminated rubber isolation performance and design[J].Industrial Buildings,2000(8):23-25.
[6]刘季,周云.耗能减震新技术研究[C]全国第三届结构减震控制学术研讨会,广州,1995:8,231-235.Liu Ji,Zhou Yun.Energy dissipation new technology research[C]the Third National Conference on structural vibration control,Guangzhou,1995,8:231-235.
[7]吴仕元.汕头金凤坛隔震楼工程技术分析,全国第三届结构减震控制学术研讨会,广州:1995,8:256-261.Wu Renyuan.Shantou Jinfeng altar isolation building project technical analysis,the Third National Conference on structural vibration control,Guangzhou,1995,8:256-261.
[8]T.Kobori,et al.Shaking Table Experimental of Multi-Story Seismic Response Controlled Structures with Active Variable Stiffness(AVS)System,Proc.8th Japan Earthquake Eng.Symp,Tokyo,1990:12(3):21-32.
[9]Kobori T.Seismic response controlled structure with active variable stiffness system[J].Earthquake Engineering and Structure Dynamics,1993(22):925-941.
[10]周锡元,韩淼,马东辉,等.叠层钢板橡胶垫的稳定性分析与强度验算,砌体结构隔震减震方法及工程应用研究论文报告选编,中国减震科学研究院工程抗震所,1996,15(4):24-35.Zhou Xiyuan,Han Miao,Ma Donghui,et al.stability analysis and intensity of checking Laminated rubber,masonry structure damping isolation methods and engineering applications Selected research papers report,China Institute of Earthquake Engineering of the shock,1996,15(4):24-35.
[11]张敏政,孟庆利,裴强.叠层橡胶隔震支座的动态稳定性和力学特性研究[J].地震工程与工程振动,2002,22(5):85-91.Zhang Min Zheng,Meng Qingli,Pei Qiang.dynamic stability and mechanical properties of laminated rubber bearings[J].Earthquake Engineering and Engineering Vibration,2002,22(5):85-91.
[12]庄鹏,薛素铎.新型SMA-橡胶支座的研制及在网壳结构中的隔震分析[J].北京工业大学学报,2004,30(2):2-5.Zhuang Peng,Xue Suduo.The new S MA-rubber bearing isolation in the development and analysis of reticulated shell[J].Journal of Beijing university of technology,2004,30(2):2-5.
[13]欧进萍.结构振动控制-主动、半主动和智能控制[M].北京:科学出版社,2003.Ou Jinping.Structural Vibration Control-Active,Semi-Active And Intelligent Control[M].Beijing:Science Press,2003.
[14]中国工程建设标准化协会.CECS126:2001.叠层橡胶支座隔震技术规程[S].北京:中国工程标准化协会,2001.Association China Engineering Construction Standard.CECS126:2001.Technical specification for seismic-isolation with laminated rubber bearing isolators[S].Beijing:Association China Engineering Construction Standard,2001.
[15]李黎,熊世树.叠层橡胶隔震支座动力特性试验研究[J].华中理工大学学报,1998,26(2):74-76.Li Li,Xiong Shi Shu.Experimental research on dynamic properties of laminated rubber isolation bearings,Huazhong University of Technology,1998,26(2):74-76.
[16]赵明晓,张春丽.结构振动半主动控制系统的时滞与补偿[J].中原工学院学报,2006,17(4):2-4.Zhao Ming Xiao,Zhang Chunli.Delays structural vibration semi-active control system and compensation[J].Journal of Zhongyuan University of Technology,2006,17(4):2-4.
[17]冯亚亚,冯蒙丽,马丽君,等.SMA半主动隔震支座的研制及其工作机理分析.科技论坛,2013,3.Feng Yaya,Feng Meng Li,Ma Lijun,et al.SMA research and working mechanism of semiactive isolators analysis technology forum,2013 03.
[18]杨海旭,郭迅,王海飙,等.高度可调摩擦摆隔震支座的力学性能[J].辽宁工程技术大学学报:自然科学版,2012,30(1):61-64.Yang Haixu,Xun Guo,Wang Haibiao,et al.Mechanical performance of an isolation bearing with height-adjustable friction pendulum[J].Journal of Liaoning Technical University:Natural Science,2012,30(1):61-64.
[19]周娜,刘海卿.框架结构地震损伤演化过程数值分析[J].辽宁工程技术大学学报:自然科学版,2011,30(3):396-399.Zhou Na,Liu Haiqing.Damage evolution process of frame structure in earthquake[J].Journal of Liaoning Technical University:Natural Science,2011,30(3):396-399.
[20]张秀礼.变形对夹层圆板非线性振动影响及其周期解[J].辽宁工程技术大学学报:自然科学版,2012,30(1):77-80.Zhang Xiuli.Impact and periodical solutions on nonlinear vibration of circular composite plate with distortion[J].Journal of Liaoning Technical University:Natural Science,2012,30(1):77-80.
[21]李宏男,李忠献,祁皑,等.结构振动与控制[M].北京:中国建筑工业出版社,2005.Li Hongnan,Li Zhongxian,Qi Kai,et al.Vibration and Control[M].Beijing:China Building Industry Press,2005.