| 大跨度短撑杆式张弦桁架结构形式的研究 |
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| 引用本文： | 黄建华,张华刚.大跨度短撑杆式张弦桁架结构形式的研究[J].山西建筑,2010,36(24):2-4. |
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| 作者姓名： | 黄建华 张华刚 |
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| 作者单位： | 贵州大学空间结构研究中心,贵州,贵阳,550003 |
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| 基金项目： | 贵州大学研究生创新基金资助项目 |
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| 摘 要： | 结合短撑杆式张弦桁架的优点，采用有限元软件ANSYS10．0对竖直撑杆式张弦桁架和v形撑杆式张弦桁架进行计算，得出竖直撑杆式张弦桁架的受力性能好，但没有V形撑杆式张弦桁架美观的结论，从而为工程设计积累了经验。
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| 关 键 词： | 张弦桁架 竖直撑杆式张弦桁架 V形撑杆式张弦桁架 |
Research on large-arch short strut truss string structure |
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| HUANG Jian-hua,ZHANG Hua-gang.Research on large-arch short strut truss string structure[J].Shanxi Architecture,2010,36(24):2-4. |
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| Authors: | HUANG Jian-hua ZHANG Hua-gang |
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| Affiliation: | HUANG Jian-hua ZHANG Hua-gang |
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| Abstract: | By combining with the advantages of the short strut string truss structure,the paper adopts the finite elementary ANSYS10.0 to calculate the vertical strut string truss and V-shaped strut string truss,and concludes the stressed performance of the vertical strut string truss is better,while it is less attractive than the V-shaped strut string truss,so as to accumulate experience for the engineesing design. |
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| Keywords: | string truss vertical strut string truss V-shaped strut string truss |
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