Frequency-Domain Reliability Analysis of Tuned Mass Damper System by First-Passage Theory
-
摘要: 为了研究可靠度的频域特性及TMD(tuned mass damper)体系减震特性,基于首次穿越破坏准则,推导了结构在随机激励下关于谱矩截止频率的概率分布计算公式,采用向前差分方法求解关于频域的概率密度,利用概率分布计算公式分析了TMD结构体系可靠度的频域概率信息.结果表明:可靠度的频域概率密度为负值,且随着频带变宽频域可靠度趋近于直接按照首次穿越破坏准则的计算值;结构无控时前两阶频率处的可靠度下降比例为59.23%和35.45%, TMD结构体系的相应比例为34.54%和55.92%,从频域可靠度的角度表明了TMD结构体系主要控制一阶振型,并体现了减震的可靠性.Abstract: In order to investigate the frequency-domain characteristic of reliability and the damping performance of a tuned mass damper (TMD) system, the probability distribution formula about the spectral moment of cut-off frequency of a structure under random excitations is derived based on the first-passage failure criterion, and the frequency-domain probability density is solved using the forward difference scheme. Then, the frequency-domain probability information of the TMD system is also analyzed by the above method. The results show that the frequency-domain probability density is negative, and the frequency-domain probability tends to the value calculated by the first-passage failure criterion as the frequency band increases. For a structure without control, the percentage of the reliability reduction at the first two mode frequencies are 59.23% and 35.45%, respectively, while counterparts of the TMD system are 34.54% and 55.92%. The frequency-domain reliability analysis reveals that the TMD system has a reliable damping effect, mainly by controlling the first mode vibration of the structure.
-
Key words:
- frequency-domain /
- probability /
- first-passage theory /
- cut-off frequency /
- probability density
-
朱位秋. 随机振动 [M]. 北京:人民交通出版社,1990: 474-502. 李桂青,李秋胜. 工程结构时变可靠度理论及其应用 陈颖,王东升,朱长春. 随机结构在随机荷载下的动力可靠度分析 [M]. 北京:科学出版社,2001: 152-170: CHAUDHURI A, CHAKRABORT S. Reliability of linear structure with parameter uncertainty under non-stationary earthquake 张义民,贺向东,刘巧伶,等. 任意分布参数的梁结构刚度可靠性灵敏度分析 [J]. 工程力学,2006,23(10): 82-85. CHEN Ying, WANG Dongsheng, ZHU Changchun. Dynamic reliability analysis of stochastic structures subjected to random loads 乔红威,吕震宙,关爱锐,等. 平稳随机激励下结构动力可靠度分析的多项式逼近法 乔红威,吕震宙. 平稳随机激励下随机结构动力可靠性分析 [J]. Engineering Mechanics, 2006, 23(10): 82-85. BAROTH J, BODE L, BRESSOLETTE P, et al. SFE method using Hermite polynomials: an approach for solving nonlinear mechanical problems with uncertain parameters RAHMAN S, XU H. A univariate dimension-reduction method for multi-dimensional integration in stochastic mechanics [J]. Structure Safety, 2005, 28: 231-246. 陈建兵,李杰. 复合随机振动系统的动力可靠度分析 [J]. 计算力学学报,2007,24(6): 785-789. ZHANG Yimin, HE Xiangdong, LIU Qiaoling, et al. Stiffness reliability-based sensitivity analysis of beam structure with arbitrary distribution parameters 李杰,陈建兵. 随机结构动力反应分析的概率密度演化方法 陈建兵,李杰. 非线性随机结构动力可靠度的密度演化方法 [J]. Chinese Journal of Computational Mechanics, 2007, 24(6): 785-789. 彭勇波,李杰. 非线性随机振动分析的概率密度演化方法 林家浩,张亚辉. 随机振动的虚拟激励法 [J]. 工程力学,2009,26(2): 60-64. QIAO Hongwei, L Zhenzhou, GUAN Airui, et al. Dynamic reliability analysis of stochastic structures under stationary excitation using Hermite polynomials approximation [J]. Engineering Mechanics, 2009, 26(2): 60-64. 张治勇,孙柏涛,宋天舒. 新抗震规范地震动功率谱模型参数的研究 DEN HARTOG J P. Mechanical vibrations [C]//2007年第九届全国振动理论及应用学术会议. 杭州: [s. n], 2007: 57-62. [J]. Computer Methods in Applied Mechanics and Engineering, 2006, 195(44): 6479-6501. [J]. Probabilistic Engineering Mechanics, 2004, 19(4): 393-408. [J]. 工程力学,2005,22(3): 52-57. [DW]CHEN Jianbing, LI Jie. Dynamic reliability assessment of double random vibration systems [J]. Engineering Mechanics, 2005, 22(3): 52-57. [J]. 力学学报,2003,35(4): 437-442. LI Jie, CHEN Jianbing. Probability density evolution method for analysis of structure dynamic response [J]. Acta Mechanica Sinica, 2003, 35(4): 437-442. [J]. 力学学报,2004,36(2): 196-201. CHEN Jianbing, LI Jie. The probability density evolution method for dynamic reliability assessment of nonlinear stochastic structure [J]. Acta Mechanica Sinica, 2004, 36(2): 196-201. [J]. 西南交通大学学报,2014,49(2): 220-226. PENG Yongbo, LI Jie. Probability density evolution method of nonlinear random vibration analysis [J]. Journal of Southwest Jiaotong University, 2014, 49(2): 220-226. [M]. 北京:科学出版社,2004: 42-54. [J]. 世界地震工程,2000,16(3): 33-38. ZHANG Zhiyong, SUN Baitao, SONG Tianshu. Study on the parameters of seismic power spectrum model based on the new seismic code [J]. World Information on Earthquake Engineering, 2000, 16(3): 33-38. [M]. 4th ed. New York: McGraw Hill, 1956: 51-55.
点击查看大图
计量
- 文章访问数: 818
- HTML全文浏览量: 57
- PDF下载量: 309
- 被引次数: 0