Abstract
To improve the experimental accuracy and stability of shaking table substructure testing (STST), an explicit central difference method (CDM) and a three-variable control method (TVCM) with velocity positive feedback (VPF) are proposed in this study. First, the explicit CDM is presented for obtaining an improved control accuracy of the boundary conditions between the numerical and experimental substructures of STST. Compared with the traditional CDM, the proposed method can provide explicit control targets for displacement, velocity, and acceleration. Furthermore, a TVCM-VPF is proposed to improve the control stability and accuracy for loading the explicit control targets of displacement, velocity, and acceleration. The effectiveness of the proposed methods is validated by experiments on a three-story frame structure with a tuned liquid damper loaded on an old shaking table originally designed with the traditional displacement control mode. The experimental results show that the proposed explicit CDM works well, and the response rate and control accuracy of the shaking table are significantly improved with the contribution of the TVCM-VPF compared with those of the traditional proportional integral derivative (PID) controller. This indicates the advantage of the proposed TVCM-VPF over the traditional PID for STST. A comparison between the traditional shaking table test and STST shows that when the latter is based on the TVCM-VPF, it exhibits an excellent performance in terms of the stability and accuracy of displacement and an acceptable performance in terms of the acceleration accuracy.
Highlights
Traditional shaking table tests (STTs) with predefined loading targets and substructure testing (STST) with the three-variable control method (TVCM)-velocity positive feedback (VPF) were conducted to validate the effectiveness of the proposed method and determine the advantages of the proposed method over the traditional proportional integral derivative (PID) controller
The main conclusions are as follows: An explicit central difference method (CDM) for STST based on the CDM for dynamic real-time substructure testing (RTST) was proposed to improve the simulation accuracy of boundary conditions between the numerical substructure (NS) and experimental substructure (ES)
The TVCM-VPF was proposed for the STST to achieve high stability and accuracy control of the desired displacement, velocity, and acceleration targets
Summary
Real-time hybrid simulation (RTHS) is a versatile and cost-effective method for dynamic performance evaluation of structures and has received increasing attention in recent years [1,2,3,4,5,6,7,8,9]. This method divides the investigated structure into two parts, namely the experimental substructure (ES), which often exhibits a complicated nonlinear performance and is loaded experimentally in a laboratory, and the numerical substructure (NS), which can be simulated by a computer. In the past three decades, owing to its outstanding advantages, RTHS has been extensively and systematically investigated [10,11,12,13,14,15,16]
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