期刊文献+

非线性滑移滞回模型建模 被引量:1

Modeling of Nonlinear Hysteresis with Pinching
下载PDF
导出
摘要 目的为了对结构进行弹塑性动力分析以及评估其未来的性能,对结构的滞回特性需要建立合理的数学模型.方法利用三折线形式的函数关系来模拟试验滞回曲线的斜率与恢复力关系,并结合Duhem微分算子,建立描述滑移捏拢效应和刚度、强度退化的微分滞回模型.然后使用粒子群优化方法,基于最小二乘法准则识别出模型中的待定参数.结果用参数辨识结果得到的仿真滞回曲线与试验滞回曲线的对比表明,笔者建立的非线性滑移滞回模型与试验结果吻合较好,包括了强度退化、刚度退化以及捏拢效应.结论根据滞回曲线斜率与恢复力的关系并结合Duhem微分算子来构造滞回模型,比扩展Bouc-Wen模型具有更广泛的建模适应能力.对于试验滞回曲线的建模问题,当模型结构可辨识时,粒子群算法能够稳健地识别出模型中的参数. Based on the Duhem operator and the relationship between the slope of hysteresis loops and the restoring force, the modeling of the nonlinear hysteresis curves with pinching is studied. Firstly, a differential hysteresis model is established, and then the unknown parameters are identified by the Particle Swarm Optimization in accordance with the least square minimization of identification error. In comparison with the test loops, the proposed mathematical model can reproduce the hysteresis properties including strength degradation, stiffness degradation and pinching satisfactorily. The paper concludes that hysteresis model is constructed on the basis of the relationship of hysteresis curves with pinching, coupled with Duhem operator, which is suitable to be modeled, compared with the extended Bouc-wen model. When the model construction is identifiable, Particle Swam optimization can surely identify the parameters in the model.
出处 《沈阳建筑大学学报(自然科学版)》 EI CAS 2005年第4期325-328,共4页 Journal of Shenyang Jianzhu University:Natural Science
基金 教育部跨世纪优秀人才计划项目
关键词 非线性 微分滞回模型 Duhem算子 粒子群优化 nonlinear, differential hysteresis model, Duhem operator, Particle Swarm Optimizatio
  • 相关文献

参考文献10

  • 1Zhang H, Foliente G C. Parameter Identification of Inelastifc Structures Under Dynamic Loads [ J ].Earthquake Engineering and StructuralDynamics,2002, (31): 1113 - 1130. 被引量:1
  • 2Li S J, Suzuki Y, Noori M. Identification of Hysteretic systems with slipusing bootstrap filter[J]. Mechanical Systems and Signal Processing, 2004, (18):781 - 795. 被引量:1
  • 3Heine C P, Simulated Response of Degrading Hysteresis Joints with SlackBehavior[ D]. Virginia: Virginia Polytechnic Institute and State University,2001. 被引量:1
  • 4Foliente G C, Hysteresis Modeling of Wood Joints and Structural Systems [ J ]. Journal of Structural Engineering, 1995, 121(6) :1013 - 1022. 被引量:1
  • 5阎石,肖潇,阚立新,孟庆国.高强钢筋高强混凝土柱恢复力模型[J].沈阳建筑大学学报(自然科学版),2005,21(2):81-85. 被引量:22
  • 6Wen Y K., Method for Random Vibration of Hysteretic Systems[J]. Journal of Engineering Mechanics Division, 1976, 102(2) :249 - 263. 被引量:1
  • 7Baber T, Noori M N. Random Vibration of Degrading, Pinching Systems [J ]. Journal of Engineering Mechanics, 1985,111(8): 1010 - 1026. 被引量:1
  • 8Baber T, Noori M N, Modeling General Hysteresis Behavior and Random Vibration Application [ J ].Journal of Vibration, Acoustics, Stress and Reliability inDesign, 1986, 108(10) :411 - 420. 被引量:1
  • 9Ni Y Q, Ko J M, Wong C W. Nonparametric Identification of Nonlinear Hysteretic Systems[J] .Journal of Engineering Mechanics, 1999, 125(2) :206 - 215. 被引量:1
  • 10Parsopoulos K E, Vrahatis M N. Recent Approaches to Global OptimizationProblems through Particle Swarm Optimization [ J ]. Natural Computing, 2002,(1) :235 - 306. 被引量:1

二级参考文献15

  • 1朱伯龙 吴明舜 等.在周期荷载作用下钢筋混凝土构件滞回曲线考虑裂面接触效应的研究[J].同济大学学报,1980,(1). 被引量:5
  • 2Brown R H, Jirsa J O. RC Beams under Load Reversals[J]. Journal of ACI, 1971, 68(5): 5 - 10. 被引量:1
  • 3Kent D C, Park R. Cyclic Load Behavior of Reinforcing Steel[J]. Strain, 1973, 9(3) :276 - 287. 被引量:1
  • 4Sinha B P, Gerstle H K, et al. Stress - strain Relationship for Concrete under Cyclic Loading [ J ]. J. of ACI,1964,61 (2): 225 - 236. 被引量:1
  • 5Ramberg W, Osgood W R. Description of steel Strain Curve by Three Parameters[ R]. Tech. Note 902, National Advisory Committee for Aeronantics, 1943. 被引量:1
  • 6Singh A, Gerstle K H, et al. The Behavior of Reinforcing Steel under Reversal Loading [ J ]. J. of ASTM Materials Research and Standards, 1965, 5(1) :367 - 374. 被引量:1
  • 7Agrawl G I, Tulin L G, et al. Response of Doubly Reinforced Concrete Beams to Cyclic Loading[J]. J. of ACI,1965, 62(7) :583 - 592. 被引量:1
  • 8Penizen J. Dynamic Response of Elasto-plastic Frames[J]. Journal of structural Div, ASCE, 1962, 86 (7):420 - 432. 被引量:1
  • 9Clough R W, Johnston S B. Effect of Stiffness Degradation on Earthquake Ductility Requirements [ A ]. Proc. of 2th Japan Earthquake Engineering Sym [ C ]. Tokyo, 1966.278- 289. 被引量:1
  • 10Takeda T, Sozen M A, Nielson N M. Reinforced Concrete Response to Simulated Earthquakes[J] .J. of Structural Div.ASCE, 1970, 96(12) :289 - 295. 被引量:1

共引文献21

同被引文献10

引证文献1

二级引证文献4

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部