整浇楼盖主梁的不动铰支分析  

Supporting hypothesis analysis about reinforced concrete for pouring on site design

作　　者：王敬涛[1] 何建平[1] 马云玲[1] 

机构地区：[1]洛阳工业高等专科学校建筑工程系,河南洛阳471003

出　　处：《洛阳工业高等专科学校学报》2002年第3期3-4,共2页Journal of Luoyang Technology College

摘　　要：单向板楼盖设计中主梁对次梁的支承约束及柱对主梁的约束一般按铰支处理,这种处理方法导致设计结果出现较大偏差。主要分析影响支承性能变化的因素及提出相应的解决方法。It usually gets more deviation results in design that it depends on pinning supporting instead of supporting between the major-beam and the minor-beam. And the article mainly makes analysis about factors for affecting supporting or and suggesting the solution.

关 键 词：整浇楼盖 主梁 铰支 混凝土结构 设计 支承性能 柱 刚度 

分 类 号：TU375.1[建筑科学—结构工程]