Structure and Vibration-reduction Study on Tuning Mass Dampered-buckling Restrained Brace(Ⅰ)
-
摘要: 为使防屈曲支撑 (BRB) 功能复合化, 作者以约束部件为质量块, 钢芯为滑道, 通过弹簧连接, 使BRB在保持原自身构造和力学属性不变的基础上, 成为可设计分散式调谐质量阻尼器——TMD-BRB.理论分析表明, 构件斜向放置不会影响TMD工作频率, TMD动力系数受振幅、工作周期和激振频率影响, 接触摩擦系数宜控制在0.3以下.下滑试验和有限元计算显示, 该构造能获得较高的动力系数和稳定的滞回性能.
-
关键词:
- 防屈曲支撑(BRB) /
- 调频质量阻尼器(TMD) /
- 有限元分析
Abstract: For the composite functions of BRB implementation, SRC tube confining the steel core designed as a TMD mass, the core taken as the sliding track, and additional springs added as resilient elements, a new type damper called Tuning Mass Dampered-Buckling Restrained Brace (TMD-BRB) was studied.Resultsshow that it has no affect on the working frequency by slant setting for the component. The TMD dynamic coefficient affects by amplitude, working period and vibration frequency.The contact friction coefficient should be controlled below 0. 3. Sliding tests and FEM analysis show that it has a high dynamic coefficient and a stable hysteresis performance by this recommended construction. -
-
[1] YOSHINO T, KANO Y.Experimental study on shear wall with braces:part 2:summaries of technical papers of annual meeting[J].Structural Engineering Fascicle, 1971, 11 (2) :403-404.
[2] 蔡克铨, 黄彦智, 翁崇兴.双管式挫屈束制 (屈曲约束) 支撑之耐震行为与应用[J].建筑钢结构进展, 2005, 7 (3) :1-8.CAI Ke-quan, HUANG Yan-zhi, WENG Chong-xing.Seismic performance and applications of double-tube buckling-restrained braces[J].Progress in Steal Building Structures, 2005, 7 (3) :1-8. (in Chinese) [3] 程光煜, 叶列平, 许秀珍, 等.防屈曲支撑耗能钢支撑的试验研究[J].建筑结构学报, 2008, 29 (1) :31-39.CHENG Guang-yu, YE Lie-ping, XU Xiu-zhen, et al.Experimental study on buckling-restrained brace[J].Journal of Building Structures, 2008, 29 (1) :31-39. (in Chinese) [4] 顾炉忠, 高向宇, 徐建伟, 等.防屈曲支撑混凝土框架结构抗震性能试验研究[J].建筑结构学报, 2011, 32 (7) :101-111.GU Lu-zhong, GAO Xiang-yu, XU Jian-wei, et al.Experimental research on seismic performance of BRB concrete frames[J].Journal of Building Structures, 2011, 32 (7) :101-111. (in Chinese) [5] 欧进萍, 王永富.设置TMD、TLD控制系统的高层建筑风振分析与设计方法[J].地震工程与工程振动, 1994, 14 (2) :61-75.OU Jin-ping, WANG Yong-fu.Wind induced vibration analyses and design methods of tall buildings with tuned liquid dampers[J].Earthquake Engineering and Engineering Vibration, 1994, 14 (2) :61-75. (in Chinese) [6] 李秋胜, 郅伦海, 段永定, 等.台北101大楼风致响应实测及分析[J].建筑结构学报, 2010, 31 (3) :24-31.LI Qiu-sheng, ZHI Lun-hai, DUAN Yong-ding, et al.Full-scale measurements and analysis of wind-induced reponse of Taipei 101 Tower[J].Journal of Building Strctures, 2010, 31 (3) :24-31. (in Chinese) [7] QIN Li, ZHOU Xi-yuan, YAN Wei-ming.Velocity adjustable TMD and numerical simulation of seismic performance[J].Earthquake Engineering and Engineering Vibration, 2007 (2) :147-158.
[8] 高向宇, 顾炉忠, 胡楚衡, 等.调频质量防屈曲支撑:中国, ZL 200910077003.4[P].2009-07-08. [9] 包世华.结构动力学[M].武汉:武汉理工大学出版社, 2005:71-72. [10] 周云.防屈曲耗能支撑结构设计与应用[M].北京:中国建筑工业出版社, 2007. [11] 陈骥.钢结构稳定理论与设计[M].5版.北京:科学出版社, 2011:109-114. [12] 中国国家标准化管理委员会.GB/T 2088—2009普通圆柱螺旋拉伸弹簧尺寸及参数[S].北京:中国标准出版社, 2009. [13] 中国国家标准化管理委员会.GB/T 2089—2009普通圆柱螺旋压缩弹簧尺寸及参数[S].北京:中国标准出版社, 2009. [14] 秦丽, 闫维明, 郭声波.变摩擦TMD特性和简谐激励控制效果的研究[J].振动与冲击, 2012.31 (4) :173-178.QIN Li, YAN We-iming, GUO Sheng-bo.Variable friction TMD and tis control effectiveness under harmonic excitation[J].Journal of Vibration and Shock, 2012, 31 (4) :173-178. (in Chinese) [15] 秦丽, 李业学, 徐福卫.常摩擦TMD地震控制效果的理论和实验研究[J].世界地震工程, 2011, 27 (1) :96-101.QIN Li, LI Ye-xue, XU Fu-wei.Theoretical and experimental studies on seismic control effectiveness of TMD with invariable friction damping[J].World Earthquake Engineering, 2011, 27 (1) :96-101. (in Chinese) [16] 秦丽, 劭蒙生, 李业学, 等.常摩擦TMD特性和简谐激励控制效果的研究[J].四川建筑科学研究, 2011, 37 (3) :162-167.QIN Li, SHAO Meng-sheng, LI Ye-xue, et al.Dynamic characteristic of invariable frictional TMD and its control effectiveness under harmonic excitation[J].Sichuan Building Science, 2011, 37 (3) :162-167. (in Chinese) [17] 张文, 裴星洙, 汤曼.摩擦耗能型TMD可行性研究[J].山西建筑, 2010, 36 (5) :75-76.ZHAGN Wen, PEI Xing-zhu, TANG Man.The feasibility study on the frictional energy dissipation TMD[J].Shanxi Architecture, 2010, 36 (5) :75-76. (in Chinese) [18] 杨雅平, 霍达, 许树峰, 等.子结构质量对TMD减震性能影响研究[J].建筑与结构设计, 2008 (8) :32-36.YANG Ya-ping, HUO Da, XU Shu-feng, et al.The mass study of tuned damper for seismic response peduction[J].Construction&Design for Project, 2008 (8) :32-36. (in Chinese) [19] 张波, 盛和太.ANSYS有限元数值分析原理与工程应用[M].北京:清华大学出版社, 2005:242-252.
计量
- 文章访问数: 19
- HTML全文浏览量: 0
- PDF下载量: 7
下载:
