[1]张歧宣.钢筋混凝土整体式肋形板的实测与分析[J].郑州大学学报(工学版),1980,1(02):14-19.
Zhang Qishuan.Measurement and analysis of integrated ribbed slab of reinforced concrete[J].Journal of Zhengzhou University (Engineering Science),1980,1(02):14-19.
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钢筋混凝土整体式肋形板的实测与分析(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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1
- 期数:
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1980年02期
- 页码:
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14-19
- 栏目:
-
- 出版日期:
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1980-12-01
文章信息/Info
- Title:
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Measurement and analysis of integrated ribbed slab of reinforced concrete
- 作者:
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张歧宣
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郑州工学院工程结构教研室
- Author(s):
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Zhang Qishuan
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Department of Engineering Structure, Zhengzhou Institute of Technology
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- 文献标志码:
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A
- 摘要:
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<正> 一、问题的提出某三层混台结构办公楼,墙体为一砖半承重砖墙,楼板为钢筋混凝土扳。该楼二层和三层四角共有八个大间(图1),中间设置一根肋形梁,梁的截面尺寸为b×h=22×40公分,
- Abstract:
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A three-story mixed-platform structure office building, the wall is a brick and half load-bearing brick wall, the floor is reinforced concrete plate.There are eight large rooms in the four corners of the second and third floors of the building (Figure 1), and a ribbed beam is set in the middle. The cross-section size of the beam is b×h=22×40 cm.
更新日期/Last Update:
2023-07-31