多维相关参数模型近似和随机分析方法研究及应用
[Abstract]:The research of semi-rigid connections is mainly focused on the determination of the moment-angle curve of the constitutive relation of the connection. However, this curve relationship, whether it is an experimental study or a theoretical study, is based on the assumption that the structural design variables are completely determined. The influence of the design variables on the overall response of the structure is considered separately, and the correlation among the design variables is neglected. It is found that the expression of curve relation function derived from single factor variation fitting is often contrary to common sense in practical application. Similarly, the problem of parameter correlation generally exists in the field of engineering analysis and decision evaluation, and it will lead to large deviation or even wrong analysis results if the correlation between parameters is not fully considered. Therefore, the significance of parameter-based correlation study is not limited to the analysis of semi-rigid nodes. Many problems have been found in the research of semi-rigid nodes based on parameter-dependent characteristics, including the limitation of finite element software and the need for improvement in the algorithm. In the process of finite element calculation, the limitation of the parameter variation range of the software becomes the bottleneck of extending the moment-rotation relation of the defined size node to the same type of node form. In the finite element analysis software, the sampling process is based on Monte Carlo method, so in the probability design, the finite element analysis process will increase with the increase of sampling times. As a result, a lot of finite element simulation analysis is needed when analyzing and determining the structure of parameters, and it needs a lot of machines. This method is difficult to realize for the same type of semi-rigid joint bending moment-rotation curve. Based on this, it is necessary to study the improved calculation of this kind of problem in mathematical method. In view of the Monte Carlo correlation probability design problem and the stochastic analysis problem derived from the nodal research process, The main research contents of this paper are as follows: firstly, the research method of separating variables considering the correlation of parameters in Monte Carlo sampling is solved, through which the sampling process can be controlled conveniently. The core is to change the original related factors into independent factors, and this idea of parameter conversion also plays an important role in the comprehensive evaluation and planning evaluation of other relevant factors. Then using the good small sample learning and generalization ability of the hybrid neural network to construct the complex function relation of the structure response, the improved chaotic particle swarm optimization algorithm is used to optimize the network addressing structure, and the approximate model with high matching degree with the metamodel is established. At the same time, the construction method of approximate model is studied deeply, and the advantages and disadvantages between different methods are explored. Based on the Monte Carlo method, the randomness of the structure is analyzed, and a new sensitivity measurement parameter calculation method is proposed to analyze the global sensitivity coefficient of random variables, and the correlation between parameters is considered in the process of sensitivity analysis. In order to make the final sensitivity analysis results more in line with the actual situation. Finally, the stochastic analysis method and the sensitivity calculation method are applied to the study of the moment and rotation angle model of semi-rigid joints. It is expected that the relationship between the initial rotational stiffness of semi-rigid joints and the engineering application can be fitted by a simple and efficient calculation method.
【学位授予单位】:华南理工大学
【学位级别】:博士
【学位授予年份】:2015
【分类号】:TU391
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