| 型钢混凝土结构的设计与施工 |
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| 引用本文： | 郭永奎.型钢混凝土结构的设计与施工[J].山西建筑,2007,33(29):84-86. |
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| 作者姓名： | 郭永奎 |
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| 作者单位： | 株洲市建筑设计院有限公司,湖南,株洲,412007 |
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| 摘 要： | 对型钢混凝土结构的主要设计方法进行了分析,对我国两部规程中有关型钢混凝土梁的正截面抗弯、斜截面抗剪承载能力、偏心受压构件、剪力墙和梁柱节点的计算理论和计算方法进行了比较分析,并对型钢混凝土结构施工要点进行了讨论,以供工程设计与研究参考。
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| 关 键 词： | 型钢混凝土结构 设计方法 承载力 |
| 文章编号： | 1009-6825（2007）29-0084-03 |
| 修稿时间： | 2007-04-26 |
Design and conduction of steel reinforced concrete structure |
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| GUO Yong-kui.Design and conduction of steel reinforced concrete structure[J].Shanxi Architecture,2007,33(29):84-86. |
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| Authors: | GUO Yong-kui |
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| Affiliation: | GUO Yong-kui |
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| Abstract: | The main design method of steel reinforced concrete structure was analysised,discussions were focused on the calculation theory of the two specifications on bending and shearing load bearing capacity of SRC beams,eccentric compression columns,shear walls and beam-column joints.Several problems of construction was discussed.The paper for referencing by engineering design and research. |
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| Keywords: | steel reinforced concrete structure design method bearing capacity |
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