Dynamic Bayesian Estimation of Displacement Parameters of Continuous Curve Box Based on Novozhilov Theory
-
摘要: 推导了基于Novozhilov理论的简支弯箱有限曲条控制方程,并结合柔度法解决了连续弯箱的求解问题.建立了连续弯箱位移参数的动态Bayes误差函数,推导了相应的动态Bayes均值和方差表达式,提出步长的一维自动寻优方案后,结合共轭梯度法研究了连续弯箱位移参数的动态Bayes估计方法,同时给出了连续弯箱位移参数具体估计步骤.通过典型算例分析,总结了连续弯箱位移参数先验信息准确性判定方法及位移参数动态Bayes随机估计的其它重要结论.
-
关键词:
- 位移参数 /
- Bayes估计 /
- Novozhilov理论 /
- 连续弯箱
Abstract: The finite strip controlling equation of pinned curve box was deduced on the basis of Novozhilov theory and with flexibility method, the problem of continuous curve box was resolved. Dynamic Bayesian error function of displacement parameters of continuous curve box was founded for the first time. The corresponding formulas of dynamic Bayesian expectation and variance were derived. After the method of solving the automatic search of step length was put forward, the optimization estimation computing formulas were also obtained by adapting conjugate gradient method. Then the steps of dynamic Bayesian estimation were given in detail. Through analysis of a classic example, the criterion of judging the precision of the known information is gained as well as some other important conclusions about dynamic Bayesian estimation of displacement parameters of continuous curve box.-
Key words:
- displacement parameter /
- Bayesian estimation /
- Novozhilov theory /
- continuous curve box
-
[1] 项海帆.高等桥梁结构理论[M].北京:人民交通出版社, 2001. [2] 肖汝诚. 桥梁结构分析及程序系统[M].北京:人民交通出版社, 2002. [3] Ghani R A, Hangang U.Thin-walled multicell box-girder finite element[J].Structure Engineering, ASCE,1991,117(10):2953-2971. doi: 10.1061/(ASCE)0733-9445(1991)117:10(2953) [4] Luo Q Z,Li Q S,Tang J.Shear lag in box girder bridges[J].Journal of Bridge Engineering,2002,7(5):308-313. doi: 10.1061/(ASCE)1084-0702(2002)7:5(308) [5] 赵振铭, 陈宝春. 杆系与箱型梁桥结构分析及程序设计[M].广州: 华南理工大学出版社, 1997. [6] 张佑启.箱形梁桥的有限条分析[M].北京:人民交通出版社, 1978. [7] Lee S H,Kim S I,Lee J H,et al.Two-parameter beam-column model and back analysis for flexible earth retaining walls[J].Couputers and Geotechnics,2004,31(6):457-472. doi: 10.1016/j.compgeo.2004.06.002 [8] Chi S Y,Chern J C,Lin C C.Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss mode[J].Tunnelling and Underground Space Technology,2001,16(3):159-165. doi: 10.1016/S0886-7798(01)00048-7 [9] 束善杭. 参数的随机反演方法及其面向对象的程序设计[D].硕士学位论文.南京: 河海大学, 2000. [10] 范鸣玉, 张莹.最优化技术基础[M].北京: 清华大学出版社, 1982.
计量
- 文章访问数: 2271
- HTML全文浏览量: 85
- PDF下载量: 505
- 被引次数: 0