| 钢筋砼双向板的试验研究 |
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| 引用本文： | 石建光,刘海生.钢筋砼双向板的试验研究[J].包头钢铁学院学报,1994,13(3):92-97. |
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| 作者姓名： | 石建光 刘海生 |
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| 摘 要： | 本文为“钢筋砼双向板满足使用要求的设计研究”的试验部分，着重讨论了钢筋砼双向板在不同受力阶段的变形性能及裂缝分布规律，通过与弹性计算值的比较，提出了挠度计算的“弹性刚度折减法”以及荷载作用方式对结构内力分布的影响。
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| 关 键 词： | 双向板 弹性刚度折减法 钢筋混凝土 |
EXPERIMENT RESEARCH OF TWO-WAY R. C. SLABS |
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| Shi Jianguang, Liu Haisheng, Qiao Kaiyuan.EXPERIMENT RESEARCH OF TWO-WAY R. C. SLABS[J].Journal of Baotou University of Iron and Steel Technology,1994,13(3):92-97. |
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| Authors: | Shi Jianguang Liu Haisheng Qiao Kaiyuan |
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| Affiliation: | Shi Jianguang; Liu Haisheng; Qiao Kaiyuan |
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| Abstract: | The paper is the experiment part or the research project:two-way reinforced concrete slabs design research after satisfaction of the normal use requirment. The deformation behavior and crack distribution under each londing stadge was discussed. Comparing with the elastic analysis, the method calculating deformation elastic rigidity convertion method, was proposed and the influence of loading type on the internal force distribution regularity was analysed. |
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| Keywords: | two-way reinforced concrete slab experiment research elastic rigidity convertion method |
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