| 骨架式索膜—混凝土组合结构受力性能分析 |
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| 引用本文： | 赵頔,刘深华. 骨架式索膜—混凝土组合结构受力性能分析[J]. 山西建筑, 2012, 38(9): 35-37 |
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| 作者姓名： | 赵頔 刘深华 |
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| 作者单位： | 1. 杭州市上城区审计局,淅江杭州,310002
2. 杭州市城建开发集团有限公司,浙江杭州,310006 |
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| 摘 要： | 通过对某体育场看台结构进行分析,分别建立了整体模型、骨架式索膜结构模型和混凝土结构模型,通过对两种工况下的3个模型的位移和内力My进行分析研究,得到骨架式索膜—混凝土组合结构及其控制作用的水平荷载为风荷载,组合面设计时建议考虑整体模型计算结果进行综合设计。
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| 关 键 词： | 骨架式索膜 组合结构 受力性能 组合面 |
Analysis on mechanical performance of skeleton-type cable-membrane-concrete composite structure |
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| ZHAO Di,LIU Shen-hua. Analysis on mechanical performance of skeleton-type cable-membrane-concrete composite structure[J]. Shanxi Architecture, 2012, 38(9): 35-37 |
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| Authors: | ZHAO Di LIU Shen-hua |
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| Affiliation: | ZHAO Di LIU Shen-hua |
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| Abstract: | Through analyzing the stadium stand structure,the paper respectively establishes overall model,skeleton-type cable-membrane structure model,and concrete structure model.By analyzing and studying the displacement and internal force My of 3 models under two working conditions,it obtains that horizontal load of skeleton-type cable-membrane-concrete composite structure is wind load,and overall model calculation results should be taken into consideration into comprehensive design in composition design. |
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| Keywords: | skeleton-type cable-membrane composite structure mechanical performance combination |
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