| 无梁楼盖弹性分析新解 |
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| 引用本文： | 钟春玲,尹新生,邹超英,刘明. 无梁楼盖弹性分析新解[J]. 工业建筑, 2004, 34(11): 88-90,93 |
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| 作者姓名： | 钟春玲 尹新生 邹超英 刘明 |
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| 作者单位： | 吉林建筑工程学院,长春,130021;哈尔滨工业大学,哈尔滨,150090;长春市规划局南关分局,长春,130000 |
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| 摘 要： | 根据板柱协调工作的原理 ,按照弹性力学的思路建立无梁楼盖的挠度表达形式 ,并分析了无梁楼盖的内力分布规律 ,为无梁楼盖的进一步分析奠定基础。
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| 关 键 词： | 无梁楼盖 协调 挠度 内力 |
A NEW ELASTIC ANALYSIS OF FLAT SLAB |
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| Zhong Chunling Yin Xinsheng. A NEW ELASTIC ANALYSIS OF FLAT SLAB[J]. Industrial Construction, 2004, 34(11): 88-90,93 |
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| Authors: | Zhong Chunling Yin Xinsheng |
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| Affiliation: | Zhong Chunling Yin Xinsheng(Jilin Institute of Architectural Engineering Changchun 130021) Zou Chaoying(Harbin Institute of Technology Harbin 150090)Liu Ming(Nanguan Substation of Changchun Planning Bureau Changchun 130000) |
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| Abstract: | A deflection expression of a flat slab is set up according to the principle of coordination between a slab and a column,and in the light of thinking of elastic mechanics;and the distribution law of the internal forces of the flat slab is also analyzed,which provides a basis for further research on the flat slab. |
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| Keywords: | flat slab coordination deflection internal forces |
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