Fundamental Period Prediction of Infill Reinforced Concrete Structures using an Ensemble of Regressors

Author:

Vijayan Vidya1,Joy Chinsu Mereena1,Shailesh S2

Affiliation:

1. TKM College of Engineering

2. CUSAT

Abstract

Abstract The fundamental period places 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 are not giving 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, 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.

Publisher

Research Square Platform LLC

Reference18 articles.

1. A. Koçak, A. Kalyoncuoǧlu, and B. Zengin, “Effect of infill wall and wall openings on the fundamental period of RC buildings,” WIT Trans. Built Environ., vol. 132, no. July, pp. 121–131, 2013, doi: 10.2495/ERES130101.

2. Effect of Infill Walls on Response of Multi Storey Reinforced Concrete Structure;Abd-elhamed A;January,2015

3. Parameters affecting the fundamental period of infilled RC frame structures;Asteris PG;Earthq. Struct.,2015

4. “Effect of Masonry Infill Wall Configuration and Modelling Approach on the Behaviour of RC Frame Structures;Kareem KM;Arab. J. Sci. Eng.,2019

5. L. L. Cutinha and P. Karanth, “STUDY ON TIME PERIOD AS PER IS CODE USING ETABS,” no. 5, pp. 40–44, 2018.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3