Study on the interaction between shaking table and eccentric load

Author:

Wang Juke1ORCID,Li Xiaojun2,Liu Aiwen1,Chen Su2,Fu Lei1,Jin Liguo1

Affiliation:

1. Institute of Geophysics, China Earthquake Administration, Beijing, China

2. Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China

Abstract

The control-structure interaction (CSI) between shaking table and eccentric load is one of the most important reasons causing the accuracy degradation of shaking table test. At present, the eccentric ratio (ER) of load and the coupling between actuators pose challenges to study the CSI. Thus, this paper establishes an analytical transfer function matrix of a shaking table and eccentric load. Based on the transfer function matrix, a comprehensive study is conducted to analyse the CSI effect under different eccentric ratio conditions. The analysis proves the influence of the CSI, and the CSI amplifies the actuator coupling more than 22 times at 20.00 Hz. Furthermore, a real-time CSI compensation strategy considering the actuator coupling is proposed. With the adopting of the proposed strategy, the coupling between two actuators is fully eliminated, and the correlation coefficients of ground motion records of two actuators are improved by 14.75% and 5.48%, respectively.

Funder

Opening Project of Key Laboratory of Beijing University of Technology

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Projects of Key Laboratory of Urban Security and Disaster Engineering of China Ministry of Education

Publisher

SAGE Publications

Subject

Mechanical Engineering,Geophysics,Mechanics of Materials,Acoustics and Ultrasonics,Building and Construction,Civil and Structural Engineering

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