Dynamic Characteristics Study on a 3-Storey Building Model through Finite Element Analysis

M. Zakir, M. A. Anuar, W. Mohamad
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Abstract

The vibrational effect is one of the primary considerations during construction due to the ambient excitation from the surrounding environment. Thus, it is necessary to find the most dependable Finite Element (FE) model for the actual structure to improve its quality and life span on site. In this context, the study included a 3-story building model that was analyzed using finite element analysis to determine its dynamic properties such as natural frequency and mode shape to avoid the resonance effect. It is due to the importance of obtaining a reliable and accurate model by verifying with the results of the Operational Modal Analysis (OMA). In general, the goal of this study is to update the FE model so that it is close to the actual scaled model based on the previous OMA study. As a result, an initial linear FE model of the 3-story building scaled model was created using CAD software based on actual geometry to describe the structure's physical properties. The FE model was then imported into CAE software, where the boundary condition and estimated material properties were assigned to determine the effect of random vibration. Through the pairing of Finite Element Analysis results and previous studies, 9 natural frequencies and 9 mode shapes were extracted. The Modal Assurance Criterion (MAC) was used to compare the mode shape of FE results against the OMA to determine the degree of consistency between paired mode shapes. A model updating process was carried out to reduce the discrepancy between the methods. The uncertainties arising from the initial conditions have been discussed in terms of the stiffness of the material used. The updated model allows for an evaluation of the structure's current actions as well as the development of models for a wide range of potential future research scenarios.
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基于有限元分析的三层建筑模型动力特性研究
由于周围环境的激励,振动效应是施工过程中主要考虑的问题之一。因此,为提高结构的质量和使用寿命,有必要为实际结构寻找最可靠的有限元模型。在此背景下,研究包括一个3层建筑模型,使用有限元分析来确定其固有频率和模态振型等动力特性,以避免共振效应。这是因为通过与运行模态分析(OMA)的结果进行验证,获得可靠和准确的模型是非常重要的。总的来说,本研究的目标是在以往OMA研究的基础上更新有限元模型,使其更接近实际的比例模型。因此,基于实际几何形状,使用CAD软件创建了3层建筑比例模型的初始线性有限元模型,以描述结构的物理性质。然后将有限元模型导入CAE软件,在CAE软件中分配边界条件和估计的材料性能,以确定随机振动的影响。通过有限元分析结果与前人研究结果的配对,提取了9个固有频率和9个振型。使用模态保证准则(MAC)将有限元结果的模态振型与OMA进行比较,以确定配对模态振型之间的一致性程度。为了减小两种方法之间的差异,进行了模型更新。从所用材料的刚度角度讨论了由初始条件引起的不确定性。更新的模型允许对结构的当前行为进行评估,以及为广泛的潜在未来研究场景开发模型。
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