Fundamental period prediction of infill reinforced concrete structures using an ensemble of regressors

Q2 Engineering
Vidya Vijayan, Chinsu Mereena Joy, S. Shailesh
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引用次数: 0

Abstract

The fundamental period plays an important role when a structure is designed for seismic load. Infill walls are non-load-bearing walls created mostly from masonry, concrete, and other heavy materials, filled in the primary structural frame for a proper structural cladding system. As a result, this infill wall will increase the stiffness of the structure, thereby fundamental time period is significantly changed. Most of the studies on the fundamental period do not give much importance to the infill walls even though it is crucial to be analyzed. In this work, we propose an automated and efficient analysis method for predicting the fundamental period of infill Reinforced Concrete frames using machine learning techniques. As the nature of dependency of different independent variables considered in this study is unknown, different regression techniques were chosen for this purpose. So, we rely upon an exceptional machine learning technique called ensemble learning, which combines predictions from different models to deduce the final prediction more accurately. The storey numbers, the number of spans, length of span, stiffness of infill wall, and percentage of openings are set as input factors, while the value of the fundamental time period is chosen as an output. The proposed regression model's correctness is verified by comparing it to existing formulae in the literature. As a result, in comparison to statistical models, the linear regression model shows an r2 value of 0.98921 and has better ability, flexibility, and accuracy.

Abstract Image

利用回归器集合预测填充式钢筋混凝土结构的基本周期
在对结构进行地震荷载设计时,基本周期起着重要作用。填充墙是非承重墙,主要由砖石、混凝土和其他重型材料制成,填充在主要结构框架内,以形成适当的结构包层系统。因此,这种填充墙会增加结构的刚度,从而大大改变基本周期。大多数关于基本周期的研究并不重视填充墙,尽管对其进行分析至关重要。在这项工作中,我们提出了一种利用机器学习技术预测填充钢筋混凝土框架基本周期的自动化高效分析方法。由于本研究中考虑的不同自变量之间的依赖关系性质未知,我们为此选择了不同的回归技术。因此,我们采用了一种特殊的机器学习技术--集合学习,它结合了不同模型的预测结果,从而更准确地推导出最终预测结果。我们将层数、跨度数、跨度长度、填充墙刚度和开口百分比设置为输入因子,并选择基本时间段的值作为输出。通过与现有文献中的公式进行比较,验证了所提出的回归模型的正确性。结果显示,与统计模型相比,线性回归模型的 r2 值为 0.98921,具有更好的能力、灵活性和准确性。
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来源期刊
Asian Journal of Civil Engineering
Asian Journal of Civil Engineering Engineering-Civil and Structural Engineering
CiteScore
2.70
自引率
0.00%
发文量
121
期刊介绍: The Asian Journal of Civil Engineering (Building and Housing) welcomes articles and research contributions on topics such as:- Structural analysis and design - Earthquake and structural engineering - New building materials and concrete technology - Sustainable building and energy conservation - Housing and planning - Construction management - Optimal design of structuresPlease note that the journal will not accept papers in the area of hydraulic or geotechnical engineering, traffic/transportation or road making engineering, and on materials relevant to non-structural buildings, e.g. materials for road making and asphalt.  Although the journal will publish authoritative papers on theoretical and experimental research works and advanced applications, it may also feature, when appropriate:  a) tutorial survey type papers reviewing some fields of civil engineering; b) short communications and research notes; c) book reviews and conference announcements.
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