Influence of geometrical and structural parameters on the behaviour of squared plan-form single-layer structures

被引:10
作者
Altuna Zugasti, A. M. [1 ]
Lopez-Arancibia, A. [1 ]
Puente, I. [1 ]
机构
[1] Tecnun Univ Navarra, Inst Civil Engn, Dept Mech Engn, San Sebastian 20018, Spain
关键词
Geometrically nonlinear analysis; Single-layer structures; Reticulated shell; Joint-rigidity; Rise-span ratio; Wind loads; RETICULATED DOMES; LATTICED DOMES; DESIGN;
D O I
10.1016/j.jcsr.2011.12.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Although there is a great deal of papers on single-layer latticed structures, practically the totality of them is devoted to domes. Therefore, the authors have chosen to analyse squared plan-form single-layer structures studying the influence of joint-rigidity, mesh-density, rise-to-span ratio and load combination in their behaviour, through a Design of Experiments analysis. After identifying the most influential parameters, more FEM analyses were run resulting in interesting conclusions which included economic considerations. The influence of initial imperfections was also investigated. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:219 / 226
页数:8
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