| 钢管混凝土结构时效分析方法 |
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| 引用本文： | 蒋伟,于德湖,马振. 钢管混凝土结构时效分析方法[J]. 山西建筑, 2009, 35(20): 47-49 |
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| 作者姓名： | 蒋伟 于德湖 马振 |
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| 作者单位： | 1. 青岛理工大学,山东,青岛,266033
2. 青岛理工大学人才与学科办公室,山东,青岛,266033 |
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| 摘 要： | 为准确预测钢管混凝土结构的长期性能，对两种典型的混凝土结构时效分析方法进行了对比论述，并对钢管混凝土徐变和收缩计算模式的改进进行了探讨，以期更为准确地预测钢管混凝土结构的时间效应。
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| 关 键 词： | 钢管混凝土 时效分析 徐变 收缩 AEMM IDM |
The time efficiency analysis method of steel tube confined concrete structure |
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| JIANG Wei,YU De-hu,MA Zhen. The time efficiency analysis method of steel tube confined concrete structure[J]. Shanxi Architecture, 2009, 35(20): 47-49 |
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| Authors: | JIANG Wei YU De-hu MA Zhen |
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| Affiliation: | JIANG Wei, YU De-hu, MA Zhen |
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| Abstract: | In order to forecast the long time behavior of steel tube confined concrete structure, two classical concrete structure aging analysis methods were contrast discussed. The improvement of steel tube confined concrete structure creep and shrinkage calculation mode was dis-cussed, so as to prospect time effect of steel tube corffined concrete structure more accurately. |
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| Keywords: | AEMM IDM steel tube confined concrete time efficiency analysis creep shrinkage AEMM IDM |
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