非线性结构动力分析的拟静力β-θ数值计算法及其应用

    The Analogue Static β-θNumerical Algorithm for Nonlinear Structural Dynamic Analysis and Its Application

    • 摘要: 本文提出一种非线性结构动力分析的拟静力β-θ数值计算法.该法中包函三个选择最佳稳定性和精度的待定参数δβθ值,只要给它们以相应的值,就可以分别退化出与目前广泛应用的克洛夫(Clough)的拟静力法,威尔逊(Wilson)的θ法,纽马克(New mark)的β法,潼泽春男的改进的拟静力法相当的等效的拟静力增量法,同时,在该法中还考虑了阻尼矩阵的形式.按拟静力β-θ法编成的电算程序在实际应用中,使用者根据需要可以通过δβθ值的选择,随时选用所需要的数值计算法.
      此外,在文中还给出了拟静力β-θ法在串联多自由度结构中非线性地震反应计算的详细公式,并已编成电算程序算出例子.

       

      Abstract: This paper introduces an analogue static β-θ numerical algorithm for nonlinear structural dynamic analysis. In this method three parameters,δ,β,θ are included, with which the optimum stability and accuracy of the algorithm are selected,If only the correlative values arc given to them, It will reduce respectively to the corresponded equivalent analogue increment methods, which are currently used in home and abroad, such as the Clough analogue static method, the Wilson θ method, the Newmark β method, the Takizawa's improved analogue static method. In this method the forms of damped matrixes are also considered. In the program of digital computer designed according to the analogue static β-θ method, the users may easily select the required numerical algorithm according to the requirement by the choice of δ,β,θ values in practical applications.
      In addition, the detailed formulary of the analogue β-θ method on the calculation of structural systems of nonlinear seimic response in serial multi-degree of freedon are provided. The program of this subject has been developed, and an example has also been worked out.

       

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