This paper presents an integrated reliability-based H∞ robust control. This method consists of the H∞ control method and the Hasofer-Lind and Rackwitz-Fiessler (HL-RF) strategy. In this respect, the uncertainties in the system should be taken into account by using the random variables, which may arise due to various factors Such as the absence of understanding of the properties of materials, mistakes in design, etc. Also, considering the uncertainties in the system is important because it may cause wide changes in the responses of a system. For this reason, the reliability method must be carefully examined. To reduce the responses of the structure, TMDs and ATMDs are used. The parameters of the dampers (mass, stiffness, damping) are considered with uncertainty. An iterative HL-RF algorithm is used for structure equipped with TMDs to deal with uncertainties. To find the appropriate control force of TAMDs, the combination of the H∞ control strategy based on the linear matrix inequality utilized and the HL-RF method algorithm is expressed. Two types of dampers are vertically distributed on the different floors to increase the reliability of the structure under earthquake excitations. The proposed strategy indicated that the system's responses have been provided greater value by considering the uncertainty that shows the importance of this issue. According to the obtained values, the presented algorithm has performed well. Also, the proper reliability index is acquired by using the HL-RF method.
Read full abstract