نویسندگان | B Dizangian- MR Ghasemi |
---|---|
نشریه | Frontiers of Structural and Civil Engineering |
ضریب تاثیر (IF) | 1.68 |
نوع مقاله | Full Paper |
تاریخ انتشار | 2018-6-23 |
رتبه نشریه | ISI |
نوع نشریه | چاپی |
کشور محل چاپ | آلمان |
چکیده مقاله
This paper proposes a sensitivity-based border-search and jump reduction method for optimum design of spatial trusses. It is considered as a two-phase optimization approach, where at the first phase, the first local optimum is found by few analyses, after the whole searching space is limited employing an efficient random strategy, and the second phase involves finding a sequence of local optimum points using the variables sensitivity with respect to corresponding values of constraints violation. To reach the global solution at phase two, a sequence of two sensitivity-based operators of border-search operator and jump operator are introduced until convergence is occurred. Sensitivity analysis is performed using numerical finite difference method. To do structural analysis, a link between open source software of OpenSees and MATLAB was developed. Spatial truss problems were attempted for optimization in order to show the fastness and efficiency of proposed technique. Results were compared with those reported in the literature. It shows that the proposed method is competitive with the other optimization methods with a significant reduction in number of analyses carried.