张拉整体
模块化设计
结构工程
执行机构
计算机科学
非线性系统
压缩(物理)
张力(地质)
接头(建筑物)
工程类
材料科学
量子力学
操作系统
物理
人工智能
复合材料
作者
Etienne Fest,Kristina Shea,Bernd Domer,Ian F. C. Smith
出处
期刊:Journal of Structural Engineering-asce
[American Society of Civil Engineers]
日期:2003-04-01
卷期号:129 (4): 515-526
被引量:89
标识
DOI:10.1061/(asce)0733-9445(2003)129:4(515)
摘要
A tensegrity is a lightweight space structure consisting of compression members surrounded by a network of tension members. They can be easily dismantled and therefore provide innovative possibilities for reusable and modular structures. Tensegrities can adapt their shape by changing their self stress, and when equipped with sensors and actuators, they can adapt to changing environments. A full-scale prototype of an adjustable tensegrity has been built and tested at Swiss Federal Institute of Technology (EPFL). This paper begins with a description of important aspects of the design, assembly, and static testing. Tests show that the structure behaves linearly when subjected to vertical loads applied to a single joint. Nonlinearities are detected for small displacements, for loads applied to several joints and for adjusting combinations of telescoping compression members. To predict behavior, dynamic relaxation—a nonlinear method—has been found to be reliable. Appropriate strut adjustments found by a stochastic search algorithm are identified for the control goal of constant roof slope and for the load conditions studied. When adjusting struts, an excessive number of adjustable members does not necessarily lead to improved performance.
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