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Displacement estimation of nonlinear structures using the force analogy method

机译:用力类比法估算非线性结构的位移

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Significant effort has gone toward developing accurate and efficient displacement estimation procedures for the nonlinear multi-degree-of-freedom (MDOF) system. Although the dynamic nonlinear analysis is capable of providing the high computational precision through the step-by-step time integration method, the simplified method is still expected and imperative for seismic design practices. The work presented in this paper focuses on the implementation of using the modal superposition method to estimate displacement responses of the nonlinear MDOF system based on the force analogy method (FAM). The current research demonstrated that the equation of motion for the nonlinear MDOF system can be decoupled, but other two governing equations in the FAM about the internal force, such as the moment and force of structural members, are not decomposable. Thus, the FAM is incorporated with the modal pushover analysis (MPA) method to determine the basic parameters of each mode such that the modal superposition method can be suitable for the solution of the nonlinear MDOF system. The procedure presented here is an approximately estimation method due to the application of MPA method. However, the value and potential for the maximum displacement estimation of the nonlinear MDOF system were demonstrated through the application in a framed structure. Copyright (c) 2014 John Wiley & Sons, Ltd.
机译:为开发非线性多自由度(MDOF)系统的准确,高效的位移估算程序已付出了巨大的努力。尽管动态非线性分析能够通过逐步的时间积分方法提供较高的计算精度,但简化的方法仍然是预期的,对于地震设计实践来说是必不可少的。本文提出的工作重点是基于力模拟法(FAM)的模态叠加法估算非线性MDOF系统位移响应的实现。当前的研究表明,非线性MDOF系统的运动方程可以解耦,但是FAM中关于内力的其他两个控制方程(例如结构构件的力矩和力)是不可分解的。因此,FAM与模态推覆分析(MPA)方法结合在一起,可以确定每种模态的基本参数,从而使模态叠加法适用于非线性MDOF系统的求解。由于MPA方法的应用,此处介绍的过程是一种近似估计方法。但是,通过在框架结构中的应用,证明了非线性MDOF系统最大位移估计的价值和潜力。版权所有(c)2014 John Wiley&Sons,Ltd.

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