Nevertheless, in extensive shear deformations (200 percent), the Nitinol wire experienced plastic strains, and the device was not able to work successfully anymore. [PERSON] and [PERSON] [19] also introduced and compared the performance of an SMA retrofit device with three other devices in limiting the displacements at the bridge's intermediate joints. They concluded that the super-elastic behavior of the SMA is more effective in minimizing the joint opening. [PERSON] and [PERSON] [16] numerically investigated two different configurations of SMA wires in conjunction with elastomeric bearings. They studied the effects of various parameters such as shear strain amplitude, SMA type, dimension ratio of the base isolation, and the level of pre-strain of the SMA wires on the seismic behavior of base isolators. According to their results, the wire diameters should be selected based on the lateral stiffness and equivalent viscous damping to achieve the high performances. [PERSON] and [PERSON] [20] proposed a novel SMA self-centering isolator to protect highway bridges against earthquakes. The results illustrated that the SMA isolators are able to protect the superstructure of the bridge and limit the residual deformation. [PERSON] and [PERSON] [21] assessed the seismic vulnerability of bridges isolated by natural rubber bearings with SMA wires and concluded that SMA wires can increase the reliability of the bearings and the bridge. [PERSON] and [PERSON] [22] investigated four different retrofitting devices to improve the seismic performance of an LRB-isolated bridge, namely yielding steel cables (YSCs), viscous dampers (VDs), friction dampers (FDs), and super-elastic shape memory alloy cables (SMAs). The results indicated that the SMA device was better than the other measures at self-centering capability and led to the least residual superstructure displacement. [PERSON] et al. [23] optimized the radius of the SMA wire wrapped around the lead rubber bearings of a benchmark bridge using a multi-objective optimization algorithm. According to their study, optimized SMA isolators can noticeably reduce the maximum displacement and residual deformation of the bridge and keep the base shear and deck acceleration less than those of the non-isolated benchmark bridge. In the literature, the effectiveness of adding SMA wires to the LRBs of the bridges in controlling displacement and residual deformation is well studied. However, the comparison of different wire's arrangements with optimum radii was not investigated. Researchers have wrapped SMA wires around the LRBs in different configurations, namely, double-cross [24; 25], straight [18], and cross [16; 26], each of them leads to specific characteristics of the isolator system. Besides, studies show that as a side effect of employing SMA wires into the LRBs, the base shear and deck acceleration increase. The more the radius of the wire, the more increase occurs in the acceleration and shear force, and the more decrease occurs in the displacements. To alleviate this problem, in a previous study by [PERSON] et al. [23], a multi-objective non-dominated sorting genetic algorithm (NSGA-II) was utilized to find the optimum wire radius by simultaneously minimizing the base shear and the mid-span displacement. However, only the double-cross arrangement was considered. Thus, here, as a supplemental work of the previous study, the goal is to evaluate various optimized configurations of SMA wire to find the best arrangement of wires for retrofitting of the benchmark highway bridge. Thus, firstly, the NSGA-II algorithm is utilized to simultaneously minimize the deck acceleration and the mid-span displacement and find the optimum wire radius for each configuration. Then, the optimized SMA-LRBs are implemented in the benchmark highway bridge to assess and compare their seismic performance.