张拉整体三棱柱单元受力全过程内力变化分析
Engineering Construction(2010)
Abstract
综合考虑压杆失稳和索破断两种失效模式,提出了张拉整体三棱柱单元极限荷载的近似求解方法。然后分析了不同预应力和索杆刚度比值等参数下内力非线性变化的特性。根据这些成果,制作了一简单的张拉整体三棱柱单元模型,为相关工程应用提供参考。
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Key words
failure mode,parameter analysis,triangular prism unit,tensegrity,internal force
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