Research on the Method of Simplifying Concrete Substructures of Suspen-Dome Prototype Structure in Shaking Table Test Scale Model

IF 1.1 Q3 ENGINEERING, CIVIL
Zetao Zhao, Suduo Xue, X. Li
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引用次数: 0

Abstract

This paper proposed and studied the method of simplifying concrete substructures of the suspen-dome prototype structure in shaking table test scale model. Firstly, a method that replaces complex concrete substructures of the suspen-dome prototype structure with steel substructures in shaking table test scale model was proposed. And then, a dynamic integral scale model considering substructures was established. After that, the natural frequencies of the model were obtained by conducting white noise sweep test. Finally, the numerical scaled model was established by ABAQUS software, and the numerical model of the prototype structure was established by Midas/Gen software. The natural frequency, mode shape, and seismic response of the scale model were compared with the prototype structure. It is observed that the natural frequencies of the test scale model were very close to that of the prototype structure after considering the scale ratio, and the scaled model's first five modes were basically consistent with that of the prototype structure. Besides, the difference in acceleration response between the two modes is also small. It is proved that in shaking table test, the method of designing the integral scale model of replacing complex concrete substructures of the prototype structure with steel substructures is accurate and effective. The analysis results provides a reference for researchers and designers to more conveniently establish scaled models of suspen-dome structures in shaking table tests.
振动台试验规模模型中悬挑穹顶原型结构混凝土下部结构简化方法研究
本文提出并研究了在振动台试验规模模型中简化悬挑穹顶原型结构混凝土下部结构的方法。首先,在振动台试验规模模型中,提出了一种用钢结构代替悬挑穹顶原型结构复杂混凝土下部结构的方法。然后,建立了考虑子结构的动态积分尺度模型。然后,通过白噪声扫频试验得到了模型的固有频率。最后,利用ABAQUS软件建立了数值比例模型,并利用Midas/Gen软件建立了原型结构的数值模型。将比例模型的固有频率、振型和地震反应与原型结构进行了比较。研究发现,在考虑比例后,试验规模模型的固有频率与原型结构的固有频率非常接近,规模模型的前五种模态与原型结构基本一致。此外,两种模式之间的加速度响应差异也很小。通过振动台试验证明,用钢结构代替原型结构的复杂混凝土结构的整体比例模型设计方法是准确有效的。分析结果为研究人员和设计人员在振动台试验中更方便地建立悬挑穹顶结构的比例模型提供了参考。
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来源期刊
CiteScore
1.40
自引率
0.00%
发文量
17
期刊介绍: The Association publishes an international journal, the Journal of the IASS, four times yearly, in print (ISSN 1028-365X) and on-line (ISSN 1996-9015). The months of publication are March, June, September and December. Occasional extra electronic-only issues are included in the on-line version. From this page you can access one or more issues -- a sample issue if you are not logged into the members-only portion of the site, or the current issue and several back issues if you are logged in as a member. For any issue that you can view, you can download articles as .pdf files.
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