| 型钢混凝土(SRC)梁受弯承载力计算方法比较 |
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| 引用本文： | 贺广零,张振亚,卢晋福.型钢混凝土(SRC)梁受弯承载力计算方法比较[J].辽宁工程技术大学学报(自然科学版),2005,24(Z2):108-110. |
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| 作者姓名： | 贺广零 张振亚 卢晋福 |
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| 作者单位： | 北京科技大学,应用科学学院,北京,100083 |
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| 摘 要： | <钢骨混凝土结构设计规程>和<型钢混凝土组合结构设计规程>是现有的两部型钢混凝土设计规程,为了便于工程设计人员正确选用,对这两部规程的分析思路、并将相应的计算值与实验数据进行比较,得出两部规程不同的设计特点,并提出了现阶段存在的主要问题,最后提出一些适合工程应用的建议.
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| 关 键 词： | 型钢混凝土(SRC) 梁 受弯承载力 两部规程 |
| 文章编号： | 1008-0562(2005)增刊-0108-03 |
| 修稿时间： | 2005年8月6日 |
Comparison of calculation method of bending capacity of SRC beams |
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| HE Guang-ling,ZHANG Zhen-ya,LU Jin-fu.Comparison of calculation method of bending capacity of SRC beams[J].Journal of Liaoning Technical University (Natural Science Edition),2005,24(Z2):108-110. |
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| Authors: | HE Guang-ling ZHANG Zhen-ya LU Jin-fu |
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| Abstract: | Specification for design of steel reinforced concrete and Technical specification for steel reinforced concrete composite structures are two specifications for SRC design.In order to be chosen correctly by engineers, the way of analysis,corresponding computing results and experimental results are compared.On the basis of the analysis,conclusions are reached and main problems are pointed out and,suggestions are put forward for reference for engineering design. |
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| Keywords: | SRC beam bending capacity two books of specification |
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