参考文献/References:
[1] HOUSNER G W, BERGMAN L A, CAUGHEY T K, et al. Structural control:past, present, and future[J]. Journal of engineering mechanics, 1997, 123(9):897-971.
[2] MARANO G C, GRECO R. Optimization criteria for tuned mass dampers for structural vibration control under stochastic excitation[J]. Journal of vibration and control, 2011, 17(5):679-688.
[3] AFSHARFARD A, FARSHIDIANFAR A. Free vibration analysis of nonlinear resilient impact dampers[J]. Nonlinear dynamics, 2013, 73(1/2):155-166.
[4] BISEGNA P, CARUSO G. Closed-form formulas for the optimal pole-based design of tuned mass dampers[J]. Journal of sound and vibration, 2012, 331(10):2291-2314.
[5] 秦丽, 周锡元, 闫维明. 调速型TMD及其地震控制效果的数值模拟[J]. 振动与冲击, 2008, 27(2):12-18, 37. QIN Li, ZHOU Xiyuan, YAN Weiming. Velocity-adjustable TMD and numerical simulations for its seismic control effectiveness[J]. Journal of vibration and shock, 2008, 27(2):12-18, 37.
[6] IGUSA T, XU K. Vibration control using multiple tuned mass dampers[J]. Journal of sound and vibration, 1994, 175(4):491-503.
[7] CHANG J C H, SOONG T T. Structural control using active tuned mass damper[J]. Journal of the engineering mechanics division, 1980, 106(6):1091-1098.
[8] JEDARI S S, SADIGHI M, SHAKERI M, et al. An investigation on low velocity impact response of multilayer sandwich composite structures[J]. The scientific world journal, 2013, 2013:175090.
[9] GHALAMI-CHOOBAR M, SADIGHI M. Investigation of high velocity impact of cylindrical projectile on sandwich panels with fiber-metal laminates skins and polyurethane core[J]. Aerospace science and technology, 2014, 32(1):142-152.
[10] MAMALIS A G, SPENTZAS K N, MANOLAKOS D E, et al. Experimental investigation of the collapse modes and the main crushing characteristics of composite sandwich panels subjected to flexural loading[J]. International journal of crashworthiness, 2008, 13(4):349-362.
[11] ZHANG Peng, SONG Gangbing, LI Hongnan, et al. Seismic control of power transmission tower using pounding TMD[J]. Journal of engineering mechanics, 2013, 139(10):1395-1406.
[12] LI Hongnan, ZHANG Peng, SONG Gangbing, et al. Robustness study of the pounding tuned mass damper for vibration control of subsea jumpers[J]. Smart materials and structures, 2015, 24(9):095001.
[13] LI Luyu, SONG Gangbing, SINGLA M, et al. Vibration control of a traffic signal pole using a pounding tuned mass damper with viscoelastic materials (Ⅱ):experimental verification[J]. Journal of vibration and control, 2015, 21(4):670-675.
[14] BORDALO S N, MOROOKA C K, TOCHETT L G, et al. Experimental assessment of the behaviour of a pipe vibration damper underwater[C]//ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. San Francisco, California, USA:ASME, 2014:3782-3783.
[15] XUE Qiqiao, ZHANG Chunwei, HE Jian, et al. An updated analytical structural pounding force model based on viscoelasticity of materials[J]. Shock and vibration, 2016, 2016:2596923.
[16] IOI T, IKEDA K. On the Houde damper for a damped vibration system[J]. Bulletin of JSME, 1980, 23(176):273-279.
[17] JANIN O, LAMARQUE C H. Comparison of several numerical methods for mechanical systems with impacts[J]. International journal for numerical methods in engineering, 2001, 51(9):1101-1132.
[18] 李春祥, 刘艳霞. 高层建筑TMD风振控制优化设计[J]. 计算力学学报, 2001, 18(1):69-73. LI Chuanxiang, LIU Yanxia. Optimum design of TMD for suppressing vibration of tall buildings subjected to wind[J]. Chinese journal of computational mechanics, 2001, 18(1):69-73.本文引用格式:薛启超, 张井财, 何建,等.地震作用下PTMD对高层钢结构的减振效果[J]. 哈尔滨工程大学学报, 2017, 38(3):412-418.XUE Qichao, ZHANG Jingcai, HE Jian,et al.Reducing vibration performance of pounding TMD on high-rise steel structures subject to seismic effects[J]. Journal of Harbin Engineering University, 2017, 38(3):412-418.
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