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悬索及悬索-框架结构的几何非线性分析

舒赣平 范圣刚 王建峰 刘辉 陈绍礼

舒赣平, 范圣刚, 王建峰, 刘辉, 陈绍礼. 悬索及悬索-框架结构的几何非线性分析[J]. 工业建筑, 2002, 32(5): 5-10. doi: 10.13204/j.gyjz200205002
引用本文: 舒赣平, 范圣刚, 王建峰, 刘辉, 陈绍礼. 悬索及悬索-框架结构的几何非线性分析[J]. 工业建筑, 2002, 32(5): 5-10. doi: 10.13204/j.gyjz200205002

悬索及悬索-框架结构的几何非线性分析

doi: 10.13204/j.gyjz200205002
基金项目: 

国家重点基础研究发展计划资助项目(2004CB619106)

Funds: 

Supported by National Basic Research Program of China (No.2004CB619106)

  • 摘要: 运用修正Lagrange坐标描述,引进五节点曲线索单元和四次多项式为位移插值函数,基于非线性应变定义,推导了悬索单元的切线刚度矩阵,采用刚度凝聚方法,大大减少了计算机的存储和计算量,并使得曲线索单元能与PEP单元相结合,实现对大跨度和复杂的悬索及悬索 -框架结构全过程的几何非线性分析与设计。算例计算结果表明,该方法精度很高,便于应用
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  • PDF下载量:  24
  • 被引次数: 0
出版历程
  • 收稿日期:  2009-12-24
  • 修回日期:  2009-12-24
  • 刊出日期:  2002-05-20

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