Belevičius Rimantas, Juozapaitis Algirdas, Rusakevičius Dainius, Žilėnaitė Sigutė
Vilnius Gediminas Technical University (VGTU), Saulėtekio al. 11, LT-10223 Vilnius, Lithuania.
Data Brief. 2021 May 15;36:107149. doi: 10.1016/j.dib.2021.107149. eCollection 2021 Jun.
This data article provides a series of 220 optimal parameter sets of steel radial network arch pedestrian bridge schemes. Each set includes 10 design parameters for a two-dimensional bridge frame: the arch rise, the number of hangers, their (variable) spread and central angles, and the dimensions of the arch, girder, and hangers. Additionally, solutions are provided for different initial conditions such as constant hanger angles, given ratio values between the arch rise and the bridge span, given hanger diameters, and for the condition of hangers' verticality. These data are related to the research article "Parametric study on mass minimization of radial network arch pedestrian bridges" (Belevičius et al., 2021). In this paper, the bridge scheme was optimized seeking for the minimal bridge mass under different loading cases according to recommendations of Eurocode EN 1991-2. Since the optimization problem is multimodal, and the employed stochastic global optimization algorithms provide different solutions for each run of the algorithm, we render the five best parameters' sets for every problem. In many cases, close objective function values correspond to fairly distinct parameter values. This dataset could be used by bridge designers as an initial design hint by choosing the appropriate parameters set.
本数据文章提供了220组钢径向网络拱人行天桥方案的最优参数集。每组包括二维桥梁框架的10个设计参数:拱高、吊杆数量、吊杆的(可变)间距和中心角,以及拱、梁和吊杆的尺寸。此外,还针对不同的初始条件提供了解决方案,如吊杆角度恒定、拱高与桥跨之间的给定比值、给定吊杆直径以及吊杆垂直的条件。这些数据与研究文章《径向网络拱人行天桥质量最小化的参数研究》(贝莱维丘斯等人,2021年)相关。在本文中,根据欧洲规范EN 1991-2的建议,在不同荷载工况下寻求桥梁质量最小化对桥梁方案进行了优化。由于优化问题是多峰的,并且所采用的随机全局优化算法在每次运行算法时都会提供不同的解,因此我们针对每个问题给出了五个最佳参数集。在许多情况下,相近的目标函数值对应着相当不同的参数值。桥梁设计师可以通过选择合适的参数集,将此数据集用作初始设计提示。