Test Design and Finite Element Analysis of Shaking Table of Concrete Frame Structure Reinforced with CFRP Bars

2019 3rd International Workshop on Renewable Energy and Development

能源学;生态环境科学

Wang, Jianyue^1 ; Xu, Xinsheng^1

School of Civil Engineering and Architecture, University of Jinan, Jinan, Shandong

250022, China^1

关键词: CFRP reinforced concrete;    Concrete frame structures;    Displacement response;    Dynamic time history analysis;    Finite element analysis software;    Irreversible process;    Non-linear model structure;    Seismic Performance;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/267/4/042111/pdf
DOI  :  10.1088/1755-1315/267/4/042111

学科分类：环境科学（综合）

来源: IOP

【 摘 要 】

The shaking table test is an irreversible process for a nonlinear model structure. Therefore, how to choose ground motion and determine the input sequence are particularly important for the success of the shaking table test. In this paper, a 1/4 scale CFRP reinforced concrete frame structure specimen model is designed and made according to the similarity theory. By using the finite element analysis software SAP2000, the finite element model of CFRP reinforced concrete frame specimen is established. Four seismic waves are selected in the simulated shaking table test process, and the dynamic time history analysis of a total of 52 working conditions is carried out, including unidirectional, bidirectional and three-directional ground motion input, and the acceleration and displacement response of the structure are obtained. Taking story drift ratio as the evaluation index, the seismic performance of the structure is evaluated. This paper provides theoretical guidance for the subsequent shaking table test.