Integrated design algorithm for branching structures with double-trunk: a case study

被引:0
|
作者
Lu, Pingping [1 ]
Liang, Bingbei [1 ]
Yu, Duo [1 ]
Zhao, Zhongwei [1 ]
机构
[1] Liaoning Tech Univ, Sch Civil Engn, Fuxin 123000, Liaoning, Peoples R China
基金
中国博士后科学基金;
关键词
Force density method; branching structure; topology optimization; stable bearing capacity optimization; section optimization; GRID STRUCTURES; OPTIMIZATION;
D O I
10.1080/17452007.2025.2459657
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The form-fingding of branching structures has always been solved by inverse-hanging method which is always conducted through experiment. However, this method is not suitable for branching structures in large scale. It will be better if the numerical form-finding method can be propsoed. This paper employs multiple target optimization algorithms to generate the form of the multi-support branching structure. The multiobjective optimization algorithm consists of three sub-algorithms: the form-finding sub-algorithm, the sub-algorithm for optimizing stable bearing capacity, and the sub-algorithm for topology optimization. The form-finding analysis sub-algorithm is implemented based on the force density method, the stable bearing capacity sub-algorithm relies on the Euler stable bearing capacity to adjust the force density value of each member, and the topology optimization sub-algorithm is designed to treat the section as a variable, enabling the structure to autonomously select efficient components for load transfer. The research results presented in this paper lay the groundwork for the intelligent design of multi-supported tree structures.
引用
收藏
页数:18
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