期刊文献+

阻尼溶剂抽取法中关键因素取值优化模型

Optimization of the key factors in the damping solvent extraction method
下载PDF
导出
摘要 阻尼溶剂抽取法中关键因素包括人工阻尼系数和有限区域尺寸等,对结构-地基相互作用的分析计算有很大的影响。为消除关键因素取值随机性对计算结果的影响、有效控制交界面相互作用计算结果的精确度和计算效率,分析了弹性地基上杆件在不同状态下无量纲动力刚度系数间的相互关系,构建了关键因素取值优化模型。无量纲有限区域大小与人工阻尼系数的函数关系式定义为目标函数,无阻尼无限杆近似计算与解析计算的动力刚度系数差值函数定义为约束条件。已知偏移允许最大值和节点振动幅值衰减目标值,解得无阻尼无限杆近似计算动力刚度系数中关键因素的最优取值。数值算例验证了关键因素取值优化模型及求解方法是合理可行的,能够有效控制模拟计算的精确度和计算效率,亦验证了该模型的工程适用性。 The key factors of the damping solvent extraction method are artificial damping coefficient and size of unbounded medium. The solutions of the key factors have great influences on the accuracy and the efficiency of the dynamic simulation of the interaction of structure-foundation. To avoid the randomness and uncertainty of the key factors, the value optimization model of the key factors is established in this study. The corresponding objective function is the relationship between the size of un bounded medium and artificial damping coefficient. The constraint condition is the difference function of dynamic stiffness coef ficient between the simulating solutions and the analytical solutions of the undamped unbounded rod. Since the maximum of dynamic stiffness coefficient and the attenuation values of node vibration amplitude of undamped unbounded rod are known, the key factors can solve the optimal solution. The undamped unbounded rod on the elastic half-foundation and the semi-infinite rectangular foundation are applied to validate the feasibility of optimization model of the key factors.
出处 《振动工程学报》 EI CSCD 北大核心 2017年第2期232-240,共9页 Journal of Vibration Engineering
基金 国家自然科学基金资助项目(51279053)
关键词 结构-地基相互作用 人工阻尼系数 有限区域尺寸 节点幅值衰减函数 取值优化模型 the interaction of structure-foundation artificial damping coefficient size of the unbounded medium attenuation function of wave amplitude value optimization model of key factors
  • 相关文献

参考文献5

二级参考文献39

  • 1钟万勰.结构动力方程的精细时程积分法[J].大连理工大学学报,1994,34(2):131-136. 被引量:514
  • 2李建波,陈健云,林皋.无限地基-结构动力相互作用分析的分区递归时域算法研究[J].工程力学,2005,22(3):88-96. 被引量:10
  • 3陈厚群,侯顺载,张力飞,朱栗武.拱坝多点输入动力反应的试验研究[J].水利学报,1995,27(8):12-20. 被引量:7
  • 4刘晶波,谷音,杜义欣.一致粘弹性人工边界及粘弹性边界单元[J].岩土工程学报,2006,28(9):1070-1075. 被引量:423
  • 5赵崇斌.用无穷元模拟半无限平面弹性地基[J].清华大学学报,1986,26(3):51-64.
  • 6MCVAY M C, WASMAN S J. Dynamic soil-structure interaction of bridge substructure subject to vessel impact[J]. Journal of Bridge Engineering, 2009, 14(1): 7- 16.
  • 7STEHMEYER E H, RIZOS D C. Considering dynamic soil structure interaction(SSI) effects on seismic isolation retrofit efficiency and the importance of natural frequency ratio[J]. Soil Dynamics and Earthquake Engineering, 2008, 28(6): 468-479.
  • 8GENES M C, KOCAK S. Dynamic soil-structure interaction analysis of layered unbounded media via a coupled finite element/boundary element/scaled botmdary finite element model[J]. International Journal for Numerical Methods in Engineering, 2005, 62(6): 798 823.
  • 9PADRON L A, AZNAREZ J J, MAESO O. Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model[J]. Soil Dynamics and Earthquake Engineering, 2009, 29(6): 1 084- 1 096.
  • 10YUN C B, CHANG S H, SEO C G. Dynamic infinite elements for soil-structure interaction analysis in a layered soil medium[J] International Journal of Structural Stability and Dynamics, 2007 7(4): 693 - 713.

共引文献13

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