دوره 11، شماره 3 - ( 6-1400 )                   جلد 11 شماره 3 صفحات 459-445 | برگشت به فهرست نسخه ها

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Salarnia A H, Ghasemi M R. PRACTICAL OPTIMIZATION OF PEDESTRIAN BRIDGES USING GRID SEARCH SENSITIVITY BASED PSO. International Journal of Optimization in Civil Engineering 2021; 11 (3) :445-459
URL: http://ijoce.iust.ac.ir/article-1-484-fa.html
PRACTICAL OPTIMIZATION OF PEDESTRIAN BRIDGES USING GRID SEARCH SENSITIVITY BASED PSO. عنوان نشریه. 1400; 11 (3) :445-459

URL: http://ijoce.iust.ac.ir/article-1-484-fa.html


چکیده:   (5939 مشاهده)
Pedestrian bridge is a structure constructed to maintain the safety of citizens in crowded and high-traffic areas. With the expansion of cities and the increase in population, the construction of bridges is necessary for easier and faster transportation, as well as the safety of pedestrians and vehicles. In this article, it is decided to consider the most economical cross-sections for these bridges according to the design regulations and codes of Practice in order to achieve the minimum weight, which will ultimately reduce the cost of construction and production and the usage of less resources. For this purpose, new GSS-PSO algorithm has been used and its results have been compared with GA and PSO algorithms, by the means of which an enhancement of PSO algorithm is seen. This enhancement on the conventional PSO technique reduces the search space more desirably and swiftly to a space close to the global optimum point. This algorithm has been implemented with MATLAB mathematical software and has been integrated with SAP2000v22 structural design software for analysis and optimum design under resistance and displacement constraints. The final results of the analyses are compared with an already designed and implemented infrastructure. In addition to a bridge optimization, a bench-mark frame optimization was also used in order for a better comparison between this algorithm and the other ones.
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نوع مطالعه: پژوهشي | موضوع مقاله: Optimal design
دریافت: 1400/6/4 | پذیرش: 1400/5/28 | انتشار: 1400/5/28

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