米歇尔理论在高层建筑、大型屋顶和大跨度桥梁设计中的应用

C. Graczykowski, T. Lewiński
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引用次数: 2

摘要

本文分析了结构优化中最重要的理论之一米歇尔结构理论与一些著名的工程结构之间的关系,包括选定的高层建筑、大型屋面和大跨度桥梁。本研究的第一部分简要介绍了米歇尔理论的发展,其基本概念、假设、例子和米歇尔结构的基本特征。然后,介绍了几个利用上述概念的非典型工程结构,包括波兰结构设计师W. Zalewski和Skidmore, Owings and Merill (SOM)国际建筑事务所提出的摩天大楼。接下来,在与米歇尔结构相似的背景下,对波兰“Spodek”竞技场的大型屋顶覆盖物以及选定的桥梁进行了彻底的分析。研究表明,所分析结构的考虑结构形式遵循米歇尔理论的一些概念,因此具有最优结构设计的许多特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Applications of Michell’s Theory in Design of High-Rise Buildings, Large-Scale Roofs and Long-Span Bridges
This paper analyzes the relations between the theory of Michell structures, which is one of the most important theories in structural optimization, and some remarkable engineering structures, including selected high-rise buildings, large-scale roof coverings and long-span bridges. The first part of this study briefly presents the development of Michell’s theory, its basic concepts, assumptions, and examples and fundamental features of Michell structures. Then, several untypical engineering structures that make use of said concepts are presented, including skyscrapers proposed by the Polish structural designer W. Zalewski and the international architectural office of Skidmore, Owings and Merill (SOM). Next, large-scale roof coverings of “Spodek” arena in Poland as well as selected bridges are thoroughly analyzed in the context of similarity to Michell structures. The conducted study reveals that considered structural forms of the analyzed structures follow some of the concepts known from Michell’s theory and thus possess many features of the optimal structural designs.
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