| 大空间结构网架部分的加固 |
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| 引用本文： | 刘琦,徐建新,闫亚汐. 大空间结构网架部分的加固[J]. 河北理工学院学报, 2014, 0(1): 88-91 |
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| 作者姓名： | 刘琦 徐建新 闫亚汐 |
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| 作者单位： | 河北联合大学建筑工程学院,河北唐山063009 |
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| 摘 要： | 利用SpasCAD建立大空间结构网架部分模型,分析与计算结果表明：该网架无法满足《防灾避难场所设计规范》第7．3．1的要求。针对此结构进行受力分析并提出两种加固方案,经过计算均能满足在9度抗震时的受力要求,对两种加固方案进行了具体的分析及论述。
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| 关 键 词： | 网架 加固 SpasCAD 抗震 |
The Reinforcement of Large Space Grid Structure |
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| LIU Qi,xu Jian-xin,YAN Ya-xi. The Reinforcement of Large Space Grid Structure[J]. Journal of Hebei Institute of Technology, 2014, 0(1): 88-91 |
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| Authors: | LIU Qi xu Jian-xin YAN Ya-xi |
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| Affiliation: | (College of Architectural Engineering, Hebei United University ,Tangshan Hebei 063009, China) |
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| Abstract: | Using SpasCAD build the large space grid structure＇s model, analysis and calculation results show that： the large space grid structure can not meet 《 the specification for design of disaster prevention shelter 》7.3.1. Aimed at the structure stress analysis and put forward two kinds of reinforcement scheme, calculated satisfies the requirement of stress. In this paper, two kinds of reinforcement scheme are analysised and discussed in detail. |
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| Keywords: | grid frame reinforcement SpasCAD seismic structure |
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