工业塔阻尼比的计算方法探讨
Discussion on Calculation Methods of Damping Ratios of Industrial Towers
浏览(2808) 下载(7)
- DOI:
- 作者:
- 段振亚1, 李蓉1, 贾晋2, 刘新哲3, 苏海涛1
DUAN Zhen-ya1, LI Rong1, JIA Jin2
- 作者单位:
- 1.青岛科技大学 山东青岛 266061;
2.中国石油集团工程技术研究院 天津 300451;
3.天津力冠能源科技有限公司 天津 300000
Qingdao University of Science and Technology
- 关键词:
- 工业塔;阻尼比;计算方法;振动特性
industrial tower equipment;damping ratio;calculation methods;vibration characteristics
- 摘要:
- 工业塔的阻尼标志着耗散外界能量的能力大小,获取准确的阻尼比对于精确预测塔设备是否发生振动、振动产生的危害程度以及是否需要采取防振措施具有重要的意义。文章对国内外关于工业塔阻尼比的计算方法与相关标准进行了归纳与分析,在此基础上,以天津石化的乙烯精馏塔为算例,采用不同的计算方法分别对其阻尼比进行了计算,并与阻尼比的实测值进行了综合比较。结果表明:现有计算方法得到的阻尼比与实测值的误差普遍较大,亟待提出能较准确预测工业塔阻尼比的计算方法。
The damping ratio of a industrial tower indicates the capability of external energy dissipation. The accurate damping ratio data are significant to accurately predict the occurrence and harmful leael of the tower vibrations as well as the necessity to implement solutions to reduce the vibrations. This paper summaries the calculation methods and the related standards of industrial tower equipment damping ratios. On this base, with the ethylene distillation column in Tianjin Petrochemical Co. for calculation example, the damping ratio has been calculated by using different calculation methods and compared to its measured data. The results show that there is a large uncertainty between the calculated and measured values of damping ratio, so providing a more accurately method to calculate the damping ratios of industrial towers is expected eagerly.2013,6(6): 17-21 收稿日期:2013-9-3DOI:10.3969/j.issn.l001-2206.2013.06.004基金项目:山东省高等学校科技计划项目(J11LD18);山东省自然科学基金资助项目(ZR2009BL022)作者简介:段振亚(1974-),男,河南舞阳人,副教授,2012年获得北京航空航天大学博士后证书,研究方向为化工设备流体诱发振动.参考文献:
[1]Ulstrup C C. Aerodynamic lessons learned from individual bridge members [J]. Annuals New York Academy of Sciences,1980,352(1):265-281
[2]Huang B C, Leung A Y. Analytical determination of equivalent modal damping ratios of a composite tower in wind-induced vibrations [J].Computers and Structures,1996,59(2):311-316.
[3]陈俊民一起罕见的高塔共振现象[J].压力容器,1985,(6):15-17.
[4]李庆炎.塔设各的风诱导振动田.石油化工设各技术,1991,(1):3-6.
[5]聂清德,谭蔚.乙烯精馏塔的振动分析田.压力容器,1999,(4):30-34.
[6]高鸿海,姜锦玲.塔振动与片曼旋涡的解决办法[J].廿肃科技,2005,21(6):35-36.
[7]孙为杰,聂相奎,滕广喜.芳烃装置溶剂回收塔振动原因及改进措施[J].化工科技,2010,18(3):54-56.
[8]余国踪.化工机械工程手册[[M].北京化学工业出版社, 2003.
[9]Klamo J T. The effects of damping on the amplitude and frequency response of a freely vibrating cylinder in cross-flow [J]. Journal of Fluids and Structures.2006,22(7):845-856.
[10]JPI-7R-35-2004,带裙座塔类的强度计算[S].
[11]ASME STS-1-2006, Stccl Stacks[S].
[12]JB/T 4710-2005,钢制塔式容器[S].
[13]GB 50135-2006,高耸结构设计规范[S].
[14]SH/T 3030-2009,石油化工塔型设各基础设计规范[S].
[15]GB 50009-2012,建筑抗震设计规范[S]
[16]张相庭.工程抗风设计计算手册[M].北京:中国建筑工业出版社,1998.
[17]Chot K P, Tamura Y. Field measurement of damping in industrial chimneys and towers [J]. Structural Engineering and Mechanics,2001,12(4):449-457.
[18]Magalhaes F, Brinckcr R, Cunha A. Damping estimation using free decays and ambient vibration tests[J]. Mechanical Systems and Sig-nal Processing, 2010,24(5):1274-1290.
[19]Blcvins R D. Flow-Induced Vibration, 2nd Edition [M]. New York: Van Nostrand Rcinhold, 1990.
[20]Jeary A P. Damping in structure[J]. Journal of Wind Engineering and Industrial Aerodynamics,1997,72(1-3):345-355.
