期刊论文

中文

湖南城市学院学报(自然科学版)

1672-7304

2007

16

4

6-9

10.3969/j.issn.1672-7304.2007.04.002

本校为第一机构

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.

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 s...