摘要
在相同的柱网尺寸和荷载作用下,在混凝土的用量相等的情况下,建立三维仿真试验模型和三维等代框架模型分析了空心板柱结构和实心板柱结构弹性阶段的动力特性,分析了三维等代框架模型的计算准确程度。
With the same column grid network, quantity of concrete and subjected the same loads, the three-dimension simulation-experiment models and the three-dimension equivalent flame models are established in order to research the dynamical characteristics of hollow slab-column in the elastic analysis. Comparison of the analytical results shows that the analytical model proposed in this thesis is feasible.
出处
《工程建设与设计》
2008年第3期19-22,共4页
Construction & Design for Engineering
关键词
空心板柱结构
实心板柱结构
三维等代框架模型
动力特性
reinforced concrete hollow slab-column structure
the solid slab-column structure： three-dimension equivalent framemodel： dynamical characteristics
