Creating models of truss structures with optimization

Jeffrey Smith, J. Hodgins, I. Oppenheim, A. Witkin
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引用次数: 72

Abstract

We present a method for designing truss structures, a common and complex category of buildings, using non-linear optimization. Truss structures are ubiquitous in the industrialized world, appearing as bridges, towers, roof supports and building exoskeletons, yet are complex enough that modeling them by hand is time consuming and tedious. We represent trusses as a set of rigid bars connected by pin joints, which may change location during optimization. By including the location of the joints as well as the strength of individual beams in our design variables, we can simultaneously optimize the geometry and the mass of structures. We present the details of our technique together with examples illustrating its use, including comparisons with real structures.
创建桁架结构优化模型
桁架结构是一类常见而复杂的建筑结构,本文提出了一种非线性优化设计方法。桁架结构在工业化世界中无处不在,出现在桥梁、塔楼、屋顶支撑和建筑外骨骼中,但它们足够复杂,手工建模既耗时又乏味。我们将桁架表示为一组由销节点连接的刚性杆,它们在优化过程中可能会改变位置。通过在我们的设计变量中包括节点的位置以及单个梁的强度,我们可以同时优化结构的几何形状和质量。我们将详细介绍我们的技术,并举例说明其使用,包括与实际结构的比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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