| 钢筋混凝土构件在正常使用极限状态验算方面比较 |
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| 引用本文： | 郑元锋.钢筋混凝土构件在正常使用极限状态验算方面比较[J].三明学院学报,2004,21(2):137-142. |
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| 作者姓名： | 郑元锋 |
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| 作者单位： | 福建水利电力职业技术学院,水利系,福建,永安,366000 |
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| 摘 要： | 比较分析《水工混凝土结构设计规范》(SL/T191-96)与《混凝土结构设计规范》(GB50010-2002)中的钢筋混凝土构件在正常使用极限状态验算方面的异同点。
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| 关 键 词： | 规范 正常使用极限状态 抗裂 裂缝宽度 挠度 |
| 文章编号： | 1671-1343(2004)02-0137-06 |
| 修稿时间： | 2004年4月6日 |
A Comparison in the Aspect of Checking Computations of Reinforced Concrete Members on Serviceability Limit State |
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| ZHENG Yuan-feng.A Comparison in the Aspect of Checking Computations of Reinforced Concrete Members on Serviceability Limit State[J].Journal of Sanming University,2004,21(2):137-142. |
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| Authors: | ZHENG Yuan-feng |
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| Abstract: | In this paper,it is to analyze and compare the similarities and differences in the aspect of checking computations of reinforced concrete members on serviceability limit state,which is laid down design code for hydraulic concrete structures(SL/T 191-96) and code for design of concrete structures (GB 50010-2002). |
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| Keywords: | code serviceability limit state cracking-resistance width of cracks deflection |
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