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Automated topology design of high-rise diagrid buildings by genetic algorithm optimization

机译:遗传算法优化自动化高层仿古建筑的拓扑设计

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In this study, in order to determine the outer shell geometry of high-rise diagrid structures by means of minimum structural material utilization, simplified strength- and stiffness-based design methods are encoded in MATLAB with the help of SAP2000 OAPI (Open Application Programming Interface) codes and genetic algorithm (GA). The computer code is designed to get most of the inputs from the building model in SAP2000, to have minimal manual inputs that define diagrid shell geometry. The code is also built so that the engineer evaluates the optimum diagrid geometry for any rectangular plan building, which is modeled in SAP2000 software. Three different buildings, which consist of 30, 60, and 90 stories, are modeled in SAP2000 without diagrid shells on facades. Based on these models, the diagrid shell geometries are analyzed for both uniform angle (UA) and varying angle (VA) geometries. A different geometry approach to VA models is proposed, consisting of symmetry and continuum for the load distribution and asymmetry, achieving minimal weight. In order to evaluate the optimum VA topology, GA, is used. Predetermined dead, live, and wind loads are applied to the models based on minimum design loads according to American Society of Civil Engineers (ASCE) 7-10, with corresponding load factors to be able to get more realistic results. Based on the resultant module diagonal cross-sectional areas, an algorithm is developed and encoded in order to determine minimum required pipe section sizes according to buckling design of compression members as stated in American Institute of Steel Construction (AISC) 360-10, to give the engineer an approximate idea of what the required sections should be. Additionally, the feasibility of the optimum models is compared by complexity index parameters. The results of the analyses show that optimum VA models are more efficient than UA models concerning the diagrid shell's total weight. However, UA models are more feasible, according to complexity index values.
机译:在这项研究中,为了确定由最小结构材料利用率的装置的高层斜肋构架结构的外壳的几何形状,简化强度 - 和刚度为基础的设计方法被编码在MATLAB与SAP2000 OAPI(开放应用程序编程接口的帮助下)码和遗传算法(GA)。计算机代码的目的是获得大部分投入在SAP2000建筑模型,有定义的斜肋构架壳几何最少的人工投入。该代码还内置使工程师评估任何矩形计划的建设,这是在SAP2000软件建模的最佳斜肋构架的几何形状。三种不同的建筑物,其中包括30,60和90点的故事,是仿照在SAP2000不会对外墙的斜肋构架炮弹。基于这些模型中,斜肋构架壳的几何形状进行分析两者均匀角度(UA)和不同角度(VA)的几何形状。不同的几何形状的方法来VA模式,提出了由对称性和连续的负载分配和不对称性,实现最小的重量。为了评价最佳VA拓扑,GA,被使用。预定的死,活和风荷载是根据土木工程师(ASCE)7-10美国社会应用到基于最小设计载荷模型,相应的负载因子能够获得更加逼真的效果。基于所得到的模块对角横截面面积,算法被开发,并且为了根据如钢结构(AISC)360-10的美国研究所说屈曲压缩构件的设计,以确定最低要求的管段的尺寸进行编码,以得到工程师所需的部分应该是什么样的近似想法。此外,最佳模型的可行性,复杂性指标参数进行比较。分析的结果表明,最佳的VA模式比有关斜肋构架外壳的总重量UA模型更有效。然而,UA模型是比较可行的,根据复杂度指标值。

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