[1]LI S J, FU L M, KONG F.Seismic response reduction of structures equipped with a voided biaxial slab-based tuned rolling mass damper[J].Shock and Vibration, 2015, 2015: 760394.
[2]李书进, 杨微婷, 杜政康, 等.滚动碰撞式调制质量阻尼器及其减振性能研究[J].振动工程学报, 2018, 31(5): 845-853.
LI Shujin, YANG Weiting, DU Zhengkang, et al.Study on a pounding tuned rotary mass damper and its vibration reduction performance[J].Journal of Vibration Engineering, 2018, 31(5): 845-853.
[3]李书进, 杜政康, 孔凡, 等.PTRMD在多自由度结构中的减振性能及鲁棒性[J].建筑科学与工程学报, 2019, 36(1): 41-47.
LI Shujin, DU Zhengkang, KONG Fan, et al.Vibration damping performance and robustness of PTRMD in multi-degree freedom structure[J].Journal of Architecture and Civil Engineering, 2019, 36(1): 41-47.
[4]鲁正, 廖元, 吕西林.调谐质量阻尼器和调谐型颗粒阻尼器减震性能对比研究[J].建筑结构学报, 2019, 40(12): 163-168.
LU Zheng, LIAO Yuan, L Xilin.Comparison study of damping performance between tuned mass damper and tuned particle damper[J].Journal of Building Structures, 2019, 40(12): 163-168.
[5]鲁正, 王自欣, 吕西林.非线性能量阱技术研究综述[J].振动与冲击, 2020, 39(4): 1-16.
LU Zheng, WANG Zixin, L Xilin.A review on nonlinear energy sink technology[J].Journal of Vibration and Shock, 2020, 39(4): 1-16.
[6]WIERSCHEM N E, HUBBARD S A, LUO J, et al.Response attenuation in a large-scale structure subjected to blast excitation utilizing a system of essentially nonlinear vibration absorbers[J].Journal of Sound and Vibration, 2017, 389: 52-72.
[7]INAUDI J A, KELLY J M.Mass damper using friction-dissipating devices[J].Journal of Engineering Mechanics, 1995, 121(1): 142-149.
[8]BHASKARARAO A V, JANGID R S.Seismic analysis of structures connected with friction dampers[J].Engineering Structures, 2006, 28(5): 690-703.
[9]陆立新, 吴斌, 欧进萍.摩擦阻尼结构可靠度分析[J].结构工程师, 2009, 25(3): 80-83.
LU Lixin, WU Bin, OU Jinping.Reliability analysis of fictional-damped structures[J].Structural Engineers, 2009, 25(3): 80-83.
[10]ZHANG P, SONG G, LI H N, et al.Seismic control of power transmission tower using pounding TMD[J].Journal of Engineering Mechanics, 2013, 139(10): 1395-1406.
[11]RANA R, SOONG T T.Parametric study and simplified design of tuned mass dampers[J].Engineering Structures, 1998, 20(3): 193-204.
[12]GRECO R, MARANO G C.Optimum design of tuned mass dampers by displacement and energy perspectives[J].Soil Dynamics & Earthquake Engineering, 2013, 49(8): 243-253.
[13]CHEN J, GEORGAKIS C T.Tuned rolling-ball dampers for vibration control in wind turbines[J].Journal of Sound and Vibration, 2013, 332(21): 5271-5282.
[14]崔涛, 刘佳, 杨丽, 等.基于高速摄像的玉米种子滚动摩擦特性试验与仿真[J].农业工程学报, 2013, 29(15): 34-41.
CUI Tao, LIU Jia, YANG Li, et al.Experiment and simulation of rolling friction characteristic of corn seed based on high-speed photography[J].Transactions of the Chinese Society of Agricultural Engineering, 2013, 29(15): 34-41.
[15]CANNY J.A computational approach to edge detection[J].IEEE Transactions on Pattern Analysis and Machine Intelligence, 1986(8): 679-714.
[16]LINDEBERG T.Edge detection and ridge detection with automatic scale selection[J].International Journal of Computer Vision, 1998, 30(2): 117-154.
[17]鲁正, 王佃超, 吕西林.调谐质量阻尼器与颗粒阻尼器对比试验研究[J].地震工程与工程振动, 2014, 34(增刊1): 738-742.
LU Zheng, WANG Dianchao, L Xilin.Comparative experimental study of particle damper and tuned mass damper[J].Earthquake Engineering and Engineering Dynamics, 2014, 34(Sup1): 738-742.
[18]樊剑, 吕超, 张辉.地震波时频特征及与结构地震响应的关系[J].工程力学, 2010, 27(6): 98-105.
FAN Jian, L Chao, ZHANG Hui.Relation between time-frequency characteristic of earthquake ground motions and structural earthquake responses[J].Engineering Mechanics, 2010, 27(6): 98-105.
[19]LI K, DARBY A P.An experimental investigation into the use of a buffered impact damper[J].Journal of Sound and Vibration, 2005, 291(3): 5271-5282.
[20]LI H N, ZHANG P, SONG G B, et al.Robustness study of the pounding tuned mass damper for vibration control of subsea jumpers[J].Smart Material Structures, 2015, 24(9): 1-12.