| 1.75m钢管内门架承载力分析 |
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| 引用本文： | 詹永旗,刘晓丰,李军.1.75m钢管内门架承载力分析[J].长春工程学院学报(自然科学版),2009,10(2):20-22. |
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| 作者姓名： | 詹永旗 刘晓丰 李军 |
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| 作者单位： | 中南大学,土木建筑学院,长沙,410075 |
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| 摘 要： | 为了建立建筑用1.75m钢管内门架承载力计算公式,进行了1.75m内门架承载力非线性有限元分析。通过有限元分析和按JGJ128—2000、《拱构型门式钢管脚手架的结构性能与使用安全》计算所得结果的比较分析,对建筑用1.75m钢管内门架承载力提出了建议性的计算方法和计算公式。
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| 关 键 词： | 门架 承载力计算 有限元分析 |
Bearing capacity analysis of the 1.75 m inner frame scaffolding |
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| ZHAN Yong-qi,LIU Xiao-feng,LI Jun.Bearing capacity analysis of the 1.75 m inner frame scaffolding[J].Journal of Changchun Institute of Technology(Natural Science Edition),2009,10(2):20-22. |
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| Authors: | ZHAN Yong-qi LIU Xiao-feng LI Jun |
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| Institution: | ZHAN Yong-qi,et al.(Civil , Architecture College,CentralSouth University,Changsha 410075,China) |
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| Abstract: | This paper made nonlinear finite element analysis of bearing capacity of 1.75 m inner frame scaffolding.Comparisons were made among the finite element calculation results,the calculation result according to current design code JGJ128-2000 and structural performance and use security of arch-shape frame scaffolding.A reasonable method of bearing capacity calculation was proposed. |
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| Keywords: | frame scaffolding bearing capacity analysis finite element analysis |
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