节点文献
现浇混凝土空心板柱结构抗侧刚度的研究
Study on the Lateral Stiffness of Reinforced Concrete Hollow Slab-column Structures
【摘要】 运用有限元程序对5组28种不同几何参数的空心板柱结构的受力模型进行分析,研究得到了空心板柱结构几何参数中影响其抗侧刚度的关键因素,以及随之变化的内在规律.在混凝土的用量相等、柱网尺寸相同和相同荷载作用下,对比分析了空心板柱结构和实心板柱结构的抗侧刚度.
【Abstract】 Twenty-eight calculation models of hollow slab-column structures were established in order to research the geometrical parameters which affect the lateral stiffness of reinforced concrete hollow slab-column structures.With the same column grid network,quantity of concrete and subjected the same loads,the lateral stiffness of the hollow slab-column structures and that of the slab-column structures were compared in the thesis.
【关键词】 空心板柱结构;
抗侧刚度;
实心板柱结构;
【Key words】 Hollow slab-column structure; lateral stiffness; slab-column structure;
【Key words】 Hollow slab-column structure; lateral stiffness; slab-column structure;
- 【文献出处】 湖南城市学院学报(自然科学版) ,Journal of Hunan City University(Natural Science) , 编辑部邮箱 ,2007年04期
- 【分类号】TU398.1
- 【被引频次】2
- 【下载频次】75