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Stochastic Semi-active Control Method of Structure Based on Magnetorheological Dampers Considering Time Delay
Zhenkai Zhang1, Zhiwei Bao2, Wenyong Ma3
1School of Civil Engineering, Shijiazhuang Tiedao University; Key Laboratory of Roads and Railway Engineering Safety Control, Shijiazhuang Tiedao University; zhangzhenkai@stdu.edu.cn.
This study introduces a new control method (SOSC-PSO) to improve the reliability of structures using Magnetorheological (MR) dampers by compensating for time delays. The optimized method enhances structural control system performance under seismic events.
Area of Science:
- Civil Engineering
- Control Systems Engineering
- Structural Dynamics
Background:
- Magnetorheological (MR) dampers are crucial for semi-active control in civil engineering structures.
- Time delays in feedback processes significantly reduce the reliability of structures under stochastic excitations.
- Existing control methods struggle to maintain structural integrity when faced with time delays.
Purpose of the Study:
- To propose a novel control method (SOSC-PSO) that compensates for time delays in MR damper systems.
- To enhance the reliability of civil engineering structures subjected to stochastic excitations.
- To optimize control parameters based on system reliability criteria.
Main Methods:
- Developed a Stochastic Optimal Semi-active Control method with time delay compensation (SOSC-PSO).
- Derived semi-active control force as a function of current and previous states to counteract time delays.
- Optimized key control parameters using a system reliability criterion.
- Validated the method on single-degree-of-freedom and multi-degree-of-freedom structures under seismic excitations.
Main Results:
- Time delays were confirmed to significantly degrade the performance of MR dampers.
- The SOSC-PSO method demonstrated substantial improvement in control effectiveness by compensating for time delays.
- Optimized parameters further enhanced the reliability of the structural control system compared to unoptimized methods.
Conclusions:
- The SOSC-PSO method effectively mitigates the negative impact of time delays in MR damper-based structural control.
- Parameter optimization based on reliability criteria is crucial for maximizing the performance and reliability of semi-active control systems.
- The proposed approach offers a robust solution for improving the resilience of civil engineering structures against seismic threats.
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