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低矢跨比类椭圆形弦支穹顶结构稳定性能分析

丁明珉 罗斌 陈项南 郭正兴 管东芝

东南大学学报(英文版)2016,Vol.32Issue(1):51-57,7.
东南大学学报(英文版)2016,Vol.32Issue(1):51-57,7.DOI:10.3969/j.issn.1003-7985.2016.01.010

低矢跨比类椭圆形弦支穹顶结构稳定性能分析

Stability analysis of ellipse-like suspen-dome structures with low rise-span ratio

丁明珉 1罗斌 1陈项南 1郭正兴 1管东芝1

作者信息

  • 1. 东南大学混凝土及预应力混凝土教育部重点实验室,南京210096 东南大学国家预应力工程技术研究中心,南京210096
  • 折叠

摘要

Abstract

To investigate the effects of initial geometric imperfection and material nonlinearity on the stability analysis of the suspen-dome the steel roof of Jiangsu Culture Sports Center Gymnasium was utilized as a numerical model and modal analyses were performed. Then linear buckling analysis geometric nonlinear stability analysis geometric nonlinear stability analysis with initial imperfection and double nonlinear analysis considering material nonlinearity and geometric nonlinearity were discussed in detail to compare the stability performance of the ellipse-like suspen-dome and the single-layer reticulated shell.The results show that the cable-strut system increases the integrity of the suspen-dome and moderates the sensibility of the single-layer reticulated shell to initial geometric imperfection. However it has little influence on integral rigidity fundamental vibration frequencies linear ultimate live loads and geometric nonlinear ultimate live loads without initial imperfection.When considering the material nonlinearity and initial imperfection a significant reduction occurs in the ultimate stability capacities of these two structures.In this case the suspen-dome with a low rise-span ratio is sensitive to the initial imperfection and material nonlinearity.In addition the distribution pattern of live loads significantly influences the instability modes of the structure and the uniform live load with full span is not always the most dangerous case.

关键词

弦支穹顶/单层网壳/类椭圆形/稳定性分析/初始几何缺陷/几何非线性/材料非线性

Key words

suspen-dome/single-layer/reticulated/shell ellipse-like/stability analysis/initial geometric imperfection geometric nonlinearity/material nonlinearity

分类

建筑与水利

引用本文复制引用

丁明珉,罗斌,陈项南,郭正兴,管东芝..低矢跨比类椭圆形弦支穹顶结构稳定性能分析[J].东南大学学报(英文版),2016,32(1):51-57,7.

基金项目

The National Key Technology R&D Program of Chi-na No.2012BAJ03B06 the National Natural Science Foundation of China No.51308105 the Priority Academic Program Development of Jiangsu Higher Education Institutions PAPD the Fundamental Re-search Funds for the Southeast University No.KYLX_0152 SJLX_0084 KYLX_0149. ()

东南大学学报(英文版)

1003-7985

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