格栅式摩擦阻尼器的试验研究与数值模拟

朱立华1,李钢1,董志骞1,李宏男1,2

振动与冲击 ›› 2020, Vol. 39 ›› Issue (4) : 96-105.

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振动与冲击 ›› 2020, Vol. 39 ›› Issue (4) : 96-105.
论文

格栅式摩擦阻尼器的试验研究与数值模拟

  • 朱立华1,李钢1,董志骞1,李宏男1,2
作者信息 +

An experimental study and numerical simulation of lattice-shaped friction devices

  • ZHU Lihua1,LI Gang1,DONG Zhiqian1,LI Hongnan1,2
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文章历史 +

摘要

位移型阻尼器具有较小的屈服后刚度,在大震下会出现刚度的突然减小,出现明显的损伤集中现象,造成修复成本较高。提出了一种由多种耗能单元组成的新型格栅式摩擦阻尼器,该装置具有屈服后硬化刚度、双重耗能机制、多节点耗能等特点。对耗能单元设计了含6组试件的系数比测定试验和2组试件的耗能单元拟静力试验,并建立了数值模型。系数比测定试验表明:与黄铜摩擦材料相比,无石棉树脂摩擦材料性能更稳定、摩擦出力大;无石棉树脂材料系数比逐渐减小至恒定值,而黄铜材料系数比先增后降至恒定值。通过耗能单元的拟静力试验发现,平动摩擦和转动摩擦行为协同工作良好,耗能单元具有预期的屈服后刚度硬化行为,表现了多阶段耗能特性;其出力中各组分比例可通过控制试件设计参数(如截面尺寸、杆件数量和施加扭矩)进行调整。最后建立了实体单元数值模型,表明数值模拟结果与试验值吻合较好。

Abstract

A new type of lattice-shaped friction damper, composing of many energy dissipation units, was proposed.The device has hardening post-yielding stiffness, dual energy dissipation mechanism and multiple energy dissipation nodes.Measurements of the friction coefficient and torque coefficient ratio, and quasi-static analysis of the lattice-shaped friction unit (LSFU) were successively conducted.The test results were compared with that of the numerical simulation.The results of coefficient ratio test show that the non-asbestos-organic (NAO) friction material has more stable performance and large friction resistance comparing with the brass.The results of quasi-static test for LSFU show that the translational friction and rotational friction work well together.The unit has the expected hardening post-yielding stiffness and exhibits multi-phased seismic performance.The proportion of each resistance component can be adjusted by controlling mechanical parameters.Finally, a numerical model was established, which demonstrates that the results of numerical simulation agree well with that of experiment.

关键词

消能减震结构 / 格栅式摩擦阻尼器 / 屈服后硬化刚度 / 多阶段抗震性能 / 拟静力试验

Key words

energy dissipation device / lattice-shaped friction devices / hardening post-yielding stiffness / multi-phased seismic performance / quasi-static test

引用本文

导出引用
朱立华1,李钢1,董志骞1,李宏男1,2. 格栅式摩擦阻尼器的试验研究与数值模拟[J]. 振动与冲击, 2020, 39(4): 96-105
ZHU Lihua1,LI Gang1,DONG Zhiqian1,LI Hongnan1,2. An experimental study and numerical simulation of lattice-shaped friction devices[J]. Journal of Vibration and Shock, 2020, 39(4): 96-105

参考文献

[1] T. T. Soong and G. F. Dargush. Passive energy dissipation systems in structural engineering [M]. 1997.
[2] G. W. Housner, et al. Structural control: Past, present, and future [J]. Journal of engineering mechanics, 1997, 123(9): 897-971.
[3] 周福霖. 工程结构减震控制 [M]. 北京: 地震出版社. 1997.
[4] 周锡元, 阎维明, 杨润林. 建筑结构的隔震, 减振和振动控制 [J]. 建筑结构学报, 2002, 23(2): 2-12.
ZHOU Xiyuan, YAN Weiming, YANG Runlin. Seismic base isolation, energy dissipation and vibration control of building structures [J]. Journal of Building Structures, 2002, 23(2): 2-12.
[5] 周锡元. 中国建筑结构抗震研究和实践六十年 [J]. 建筑结构, 2009(9): 1-14.
ZHOU Xiyuan. Research and practice of earthquake resistant of building structures for 60 years in China [J]. Building Structure, 2009, 39(9): 1-14.
[6] 鲁正, 吕西林, 闫维明. 颗粒阻尼技术研究综述 [J]. 振动与冲击, 2013, 32(7): 1-7.
LU Zheng, LU Xilin, YAN Weiming. A survey of particle daming technology [J]. Journal of Vibration and Shock, 2013, 32(7): 1-7.
[7] 周云, 邓雪松, 汤统壁, 等. 中国(大陆)耗能减震技术理论研究、应用的回顾与前瞻[J]. 工程抗震与加固改造, 2006, 28(6): 1-15.
ZHOU Yun, Deng Xuesong, Tang Tongbi, et al. State of the art and prospect of energy dissipation technology in China mainland [J]. Earthquake Resistant Engineering and Retrofitting, 2006, 28(6): 1-15.
[8] K. Kasai, Yaomin and A. Watanabe. Passive control systems for seismic damage mitigation [J]. Journal of Structural Engineering, 1998, 124(5): 501-512.
[9] 李钢, 李宏男. 装有"双功能"软钢阻尼器框架结构振动台试验与分析 [J]. 振动与冲击, 2010, 29(8): 164-168.
LI Gang, LI Hongnan. Shaking table experiment of frame structure with dual functions metallic damper [J]. Journal of Vibration and Shock, 2010, 29(8): 164-168.
[10] 霍林生, 李宏男, 刘猛. 调液阻尼器对偏心结构扭转耦联振动控制的试验研究 [J]. 振动与冲击, 2011, 30(11): 198-202.
HUO Linsheng, LI Hongnan, LIU Meng. Experimental study on torsionally coupled structural vibration control of eccentric buildings using tuned liquid dampers [J]. Journal of Vibration and Shock, 2011, 30(11): 198-202.
[11] 潘鹏, 叶列平, 钱稼茹,等. 建筑结构消能减震设计与案例 [M]. 北京: 清华大学出版社. 2014.
PAN Peng, YE Lieping, QIAN Jiaru, et al. Seismic design of building structures equipped with energy dissipation devices [M]. Beijing: Tsinghua University Press, 2014.
[12] 刘良坤, 谭平, 闫维明, 等. 一种新型惯容减震器的设计及减震效果研究 [J]. 振动与冲击, 2018, 37(15):156-163.
LIU Liangkun, TAN Ping, YAN Weiming, et al. Design of a novel inerter damper and its aseismic effect under earthquake [J]. Journal of Vibration and Shock, 2018, 37(15): 156-163.
[13] S.-K. Lee, et al. Design of a bracing-friction damper system for seismic retrofitting [J]. Smart Structures and Systems, 2008, 4(5): 685-696.
[14] C. T. Cheng and F. L. Chen. Seismic performance of a rocking bridge pier substructure with frictional hinge dampers [J]. Smart Structures & Systems, 2014, 14(4): 501-516.
[15] J. Y. Seong, et al. Analytical investigation of an sdof building structure equipped with a friction damper [J]. Nonlinear Dynamics, 2012, 70(1): 217-229.
[16] A. S. Pall and C. Marsh. Response of friction damped braced frames [J]. Journal of Structural Division, 1982, 108(6): 1313-1323.
[17] I. H. Mualla and B. Belev. Performance of steel frames with a new friction damper device under earthquake excitation [J]. Engineering Structures, 2002, 24(3): 365-371.
[18] C. E. Grigorian. Energy dissipation with slotted bolted connections [D]: Earthquake Engineering Research Center, University of California, 1994.
[19] Y. Fu and S. Cherry. Design of friction damped structures using lateral force procedure [J]. Earthquake engineering & structural dynamics, 2000, 29(7): 989-1010.
[20] S. Cherry and A. Filiatrault. Seismic response control of buildings using friction dampers [J]. Earthquake Spectra, 1993, 9(3): 447-466.
[21] F. López-Almansa, et al. Experimental study of friction dissipators for seismic protection of building structures [J]. Earthquake Engineering and Engineering Vibration, 2011, 10(4): 475-486.
[22] R. Montuori, et al. Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers [J]. Mechanics Research Communications, 2014, 58: 112-123.
[23]吴斌, 张纪刚, 欧进萍. Pall型摩擦阻尼器的试验研究与数值分析 [J]. 建筑结构学报, 2003, 24(2): 7-13.
WU Bin, ZHANG Jigang, OU Jinping. Experimental research and numerical analysis of Pall-typed frictional dampers [J]. Journal of Building Structures, 2003, 24(2):7―13.
[24] 欧进萍, 吴斌. 摩擦型与软钢屈服型耗能器的性能与减振效果的试验比较 [J]. 地震工程与工程振动, 1995, 15(3): 73-87.
OU Jinping, WU Bin. Experimental comparison of the properties offrcition and mild steel yielding energy dissipators and their effects on reducing vibration of structure under earthquakes [J]. Earthquake Engineering and Engineering Dynamics, 1995, 15(3): 73-87.
[25] 刘伟庆, 魏琏. 低周反复荷载作用下摩擦阻尼支撑框架的试验研究 [J]. 土木工程学报, 1996, 29(5): 3-10.
LIU Weiqing, WEI Lian. Experimental study on frictiondamped braced frame by low-cycle loading test [J]. China Civil Engineering Journal, 1996, 29(5) : 3-10
[26] 周云, 刘季. 两种摩擦耗能器的比较试验研究 [J]. 地震工程与工程振动, 1997, 17(01): 41-49.
ZUOU Yun, LIU Ji. Comparative experimental study on the behavior of two different energy dissipation brace based on friction [J]. Earthquake Engineering and Engineering Vibration, 1997, 17 (1): 40-48.
[27] N. M. Energy input and dissipation behaviour of structures with hysteretic dampers [J]. Earthquake engineering & structural dynamics, 1996, 25(5): 483-496.
[28] S. Kiggins and C. M. Uang. Reducing residual drift of buckling-restrained braced frames as a dual system [J]. Engineering Structures, 2006, 28(11): 1525-1532.
[29] C. Liang, et al. Simulations of a variable friction device for multihazard mitigation [J]. Journal of Structural Engineering, 2016, 142(12): H4016001.
[30] T. Wang, et al. A friction damper with continuously variable post-sliding stiffness [J]. World Earthquake Engineering, 2010, 304(4): 12-17.
[31] X. Zhou and L. Peng. A new type of damper with friction-variable characteristics [J]. Earthquake Engineering and Engineering Vibration, 2009, 8(4): 507-520.
[32] A. T. Council.  Seismic evaluation and retrofit of concrete buildings [S], 1996.
[33] ASCE 41-13.  Seismic evaluation and retrofit of existing buildings [S]: ASCE, 2014.
[34] FEMA.  Next-generation performance-based seismic design guidelines program plan for new and existing buildings [S]: Prepared by ATC for FEMA, Washington DC, 2006.
[35] GB50011-2010. 建筑抗震设计规范 [S]. 北京:中国建筑工业出版社,2010.
GB50011-2010. Code for seismic design of buildings [S]. Beijing: China Architecture & Building Press, 2010.
[36] P. M. J. N., et al. Displacement-based seismic design of structures [M]: IUSS Press. 2008.
[37] B. Morgen and Y. Kurama. A friction damper for post-tensioned precast concrete beam-to-column joints [J]. PCI J, 2004, 49(4): 112-133.
[38] 郑锦铜,颜嘉毅. 具自复位功能的同心斜撑构架耐震行为研究 [J]. 土木工程学报, 2012, 45(2):207-211.
CHENG Chin-Tung YEN Chia-Yi. Seismic behavior of self-centering designed Concentrically Braced Frames [J]. China Civil Engineering Journal, 2012, 45(2): 207-211.
[39] 陈福林. 摇摆桥柱加装摩擦阻尼器的振动台试验 [D]. 中国台湾: 国立高雄第一科技大学, 2008.
CHEN Fu-lin. Shaking table test of rocking bridge column with friction damper[D]. Taiwan, China: National Kaohsiung First University of Science and Technology, 2008
[40] H.-J. Kim and C. Christopoulos. Friction damped posttensioned self-centering steel moment-resisting frames [J]. Journal of structural engineering, 2008, 134(11): 1768-1779.
[41] 徐龙河, 樊晓伟,代长顺,等. 预压弹簧自恢复耗能支撑受力性能分析与试验研究 [J]. 建筑结构学报, 2016, 37(9):142-148.
XU Longhe; FAN Xiaowei; DAI Changshun,et al. Mechanical behavior analysis and experimental study on pre-pressed spring self-centering energy dissipation brace [J]. Journal of Building Structures, 2016, 37(9):142-148.
[42] 徐龙河,樊晓伟,代长顺,等. 预压弹簧自恢复耗能支撑子结构抗震性能研究 [J]. 建筑结构学报, 2017, 38(6): 155-162.
XU Longhe; FAN Xiaowei; DAI Changshun,et al. Seismic performance research on substructures with pre-pressed spring self-centering energy dissipation brace [J]. Journal of Building Structures, 2017, 38(6):152-162.
[43] 刘灿. 横向预应力混凝土梁的抗剪性能及预应力损失研究 [D]. 广州: 华南理工大学, 2010.
LIU Can. Research on shear properties and prestress losses of transversely prestressed concrete beams. [J]. Guangzhou:South China University of Technology,2010
[44] N. Motosh. Development of design charts for bolts preloaded up to the plastic range [J]. Journal of Engineering for Industry, 1976, 98(3): 849.
[45] R. C. Juvinall, et al. Fundamentals of machine component design [J]. Journal of Engineering for Industry, 2007, 113(2).

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