摘要
利用有限元分析软件ANSYS8.1,以墙体的剪跨比、隐框边柱的截面形状及尺寸作为变化参数,对中高层密肋壁板结构进行了水平及竖向荷载作用下弹性受力性能分析,讨论了整体弯曲对隐框柱及复合墙板各自承担的内力、二者协同工作状态产生的影响以及结构位移等问题,为隐框柱截面形状及尺寸的合理确定提供了一定依据,并对结构工程设计中应注意的问题提出了建议。
Utilizing structural analysis program ANSYS 8.1, and using shear span ratio of wall. cross-section shape and size of hidden-frame column as parameters, it is conducted the performance analysis of middle-high story multi-fibbed slab structure under the horizontal and vertical loads. The influence of global bending for internal force carded by hidden-frame column, and interacting properties between wall-slab and hidden-frame column, and features of the structural drift are discussed. Which provides a basis for rational defining cross-section shape and size of hidden-frame column, and a proposal for matters needing attention in the structure design is also put forward.
出处
《工业建筑》
CSCD
北大核心
2005年第10期20-22,5,共4页
Industrial Construction
基金
陕西省教育厅专项科研计划资助项目(编号:04JF07)。
