Symmetry and the design of self-stressed structures

Author:

Millar Cameron1ORCID,Schulze Bernd2,Mazurek Arek3,Baker William F4

Affiliation:

1. Skidmore, Owings & Merrill, London, UK

2. Department of Mathematics and Statistics, Lancaster University, Lancaster, UK

3. Mazurek Consulting, Chicago, IL, USA

4. Skidmore, Owings & Merrill, Chicago, IL, USA

Abstract

The symmetry adapted counting rule for mechanisms and states of self-stress in symmetric frameworks is presented in an accessible and intuitive manner with the aim of empowering engineers who design such structures. By simply counting nodes and bars, it is possible to detect states of self-stress and mechanisms beyond the standard Maxwell-Calladine count. This methodology is first introduced without the need to understand the underlying group theory before being applied to a range of example frameworks. Design problems focusing on gridshells are discussed – it is noted that placing bars on lines of mirror symmetry tend to increase the number of states of self-stress in a framework, which can be desirable. This paper reformulates common symmetric frameworks and introduces simple rules regarding how to obtain a greater number of states of self-stress. By allowing for the design of states of self-stress, the forces in the structure can be designed with greater control.

Publisher

SAGE Publications

Subject

Building and Construction,Architecture,Civil and Structural Engineering,Conservation

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Graphic statics and symmetry;International Journal of Solids and Structures;2023-11

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