崔升,沈晓冬,高志强,等.高阻尼材料的研究进展[J].材料导报,2006,20(3):33-36. Cui Sheng,Shen Xiaodong,Gao Zhiqiang,et al. The Development of research on high damping materials[J].Materials Review,2006,20(3):33-36.
[2]
Hollkamp J J,G ordon R W.Expermients with particle damping[J].Proc.of SPIE,1998,3327(2):2-12.
[3]
李伟,黄协清.柔性约束颗粒阻尼于板结构的减震研究[J].噪声与振动控制,1998,4(3):2-5. LiWei,Huang Xieqing.Study on vibration absorption of granular damping with flexible boundary on plane structure[J].Noise and Vibration Control, 1998,4(3),2-5.
[4]
李英民,郑妮娜,周长安.结构设计地震作用效应影响因素及规律分析[J].世界地震工程,2003,19(1):51-56. L iY ingm in,Zheng N ina,Zhou Changan.Analysis on factors in fluencing the structural seismic effects based on comparison of the last and now-used seismic codes of China[J].World Earthquake Engineering,2003,19(1):51-56.
[5]
Kelly JM,Skinner R J.Mechanisms of energy absorption in special devices for use in earthquake resistant structures[J].Bulletin of New Zealand Society for Earthquake Engineering.1972,5(3):63-88.
[6]
Skinner R J,Kelly J M,Heine A J.Hysteres is dampers for earthquak e-resistant structures[J].Earthquake Engineering and Structural Dynamics, 1975,3(3):287-296.
[7]
Lieber P,Jenson D P.Anacceleration damper:developmen,tdesign and some application[J].Trans.ASME,1945,67(7):523-530.
[8]
Shah B M,Pillet D,Bai Xianming,et al. Construction and characterization of a particle-based thrust[J].Journal of Sound and Vibration,2009,326,489-502.
[9]
徐志伟,陶宝祺,黄协清.NOPD颗粒减振机理的理论及实验研究[J].航空学报,2001,22(3),347-350. Xu Zhiwei, Tao Baoqi, Huang Xieqing.Theoretical and Expermi ental Research Vibration Absorption Mechanisms of NOPD Particles[J].ActaA eronautica et Astronautica Sinica,2001,22(3),347-350.
[10]
Wanga B,Yangb M.Damping of honey combsandwich beams[J].Journal of Materials Processing Technology,1999,2000,05(1):67-72.
[11]
Bai Xianm ing,Shah B,Keer L M,et al. Snurr R Q.Part icle dynamics smiulations of apiston-based particle damper[J].Powder Technology, 2009,(189):115-125.
[12]
Popplewell N,Semercigil S E.Performance of the bean bagmipact damper for a sinusoidal external force[J].Journal of Sound and Vibration,2005, (283):433-448.
[13]
陈天宁,陈花玲,黄协清.豆包消振器的阻尼特性研究[J].西安交通大学学报,1996,30(7):25-31. Cheng Tianning,Chen Hualing,Huang Xieqing.Investigation on property of beandamper[J].Journal of Xian Jiao Tong University,1996,30(7):25-31.
[14]
胡溧,黄其柏,许智生.颗粒阻尼的回归分析研究[J].中国机械工程,2008,19(23):2834-2837. Hu Li, Huang Qibai, Xu Zhisheng.Regression analysis of particle damping[J].China Mechnical Engineering,2008,19(23):2834-2837.
[15]
胡溧,黄其柏,柳占新,等.颗粒阻尼的动态特性研究[J].振动与冲击,2009,28(1):134-137. Hu Li, Huang Qibai, Liu Zhanxin,et al. Dynamic Characteristics of Particle Dampers[J].Journal of Vibration and Shock,2009,28(1):134-137.
[16]
赵玲,刘平,卢媛媛.NOPD单自由度体系阻尼特性的实验研究[J].世界地震工程,2009,25(3):34-38. Zhao Ling,Liu Ping,Lu Yuanyuan.Experimental studies on damping characteristics of a SDOF、NOPD system[J].World Earthquake Engineering, 2009,25(3):34-38.
[17]
段勇,陈前,周宏伟.垂直简谐激励下颗粒阻尼耗能特性的仿真研究[J].振动与冲击,2009,28(2),28-35 Duan Yong,Chen Qian,Zhou Hongwei. Smiulation investigation on particle damping forits characteristic of loss power under vertical excitation[J].Journal of Vibration and Shock,2009,28(2):28-35.
[18]
李伟,胡选利,黄协清,等.柔性约束颗粒阻尼耗能特性研究[J].西安交通大学学报,1997,31(7):23-28. LiWei, Hu Xuan li, Huang Xieqing,et al. Study on energy dissipation charateristics of granular damping with flexible boundary[J].Journal of Xian Jiao Tong University,1997,31(7):23-28.
[19]
邵益勤,梁小燕,李伟.柔性约束颗粒冲击阻尼技术及应用[J].汽车工程,1999,21(6):358-363. Shao Yiqin,Liang Xiaoyan,Li Wei. The bean bagdmping technique and its application[J].Automotive Engineering,1999,21(6):358-363.
[20]
Lu Zheng,Masri SF,Lu Xil in.Parametric studies of the perform ance of particle dampers under harmonic excitation[J].Structural Control and Health Monitoring,2009,10(1002),359-382.
[21]
张向东.高架路交通诱发振动与建筑物减振控制方法研究[D].北京:北京工业大学,2009. Zhang Xiangdong.Elevated road and vibration controml ethods of buildings[D].Beijing:Beijing University of Technology,2009.
[22]
周宏伟,陈前,段勇.颗粒阻尼系统动力学特性研究[J].振动与冲击,2008,27(5):109-111. Zh ou Hongwei, Chen Qian,Duan Yong.Dynamic haracteristic investigation on vertical particle damping structure systems[J].Journal of Vibration and Shock,2008,27(5):109-111.
[23]
毛宽民,师汉民,黄其柏,等.N OPD的椭球状散体元建模[J].工程力学,2000,17(6):65-72. M ao K uanm in,Sh iH anm in,Hu ang Q iba,i et al. Three Dmiensional ellipsoildal element demmodel of NOPD[J].Engneering Mechanics,2001,17 (6):65-72.
