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混凝土球壳受竖向荷载的内力分析
引用本文:陆继超,陈明政.混凝土球壳受竖向荷载的内力分析[J].西南林学院学报,2006,26(2):83-86.
作者姓名:陆继超  陈明政
作者单位:1. 云南省林业生态工程规划院,云南,昆明,650031
2. 重庆大学,土木工程学院,重庆,400045
摘    要:安置支承圈梁的混凝土球壳屋盖是一种超静定结构.由于圈梁对球壳周边的约束作用,整个结构的受力情况非常复杂,特别是球壳边缘附近将产生很大的弯矩和剪力.结合球壳的无矩理论,引用边界校正的思想,通过理论推导,用无矩计算和弯曲计算相叠加的原理,分析球壳及圈梁的受力情况,并用一实例对计算方法和结果进行验证.

关 键 词:闭合球壳  支承圈梁  边界校正  固定支承
文章编号:1003-7179(2006)02-0083-04
收稿时间:2005-08-29
修稿时间:2005-08-29

The Inner Force Analysis of Concrete Dome Bearing Vertical Load
LU Ji-chao,CHEN Ming-zheng.The Inner Force Analysis of Concrete Dome Bearing Vertical Load[J].Journal of Southwest Forestry College,2006,26(2):83-86.
Authors:LU Ji-chao  CHEN Ming-zheng
Institution:1.Yunnan Provincial Inventory and Planning Institute of Forestry Ecological Engineering,Kunming Yunnan 650031 ,China; 2. Faculty of Civil Engineering, Chongqing University Chongqing 400045, China
Abstract:The concrete dome supported by collar beam is a hyperstatic structure.Because of the restraining effect of the collar beam on the edge of the dome,the stress situation of the whole structure is very complex,especially there are huge bending and shearing forces at the edge of the dome.The complex stresses of the collar beam and the dome were analysed in the light of the nobending calculation and overlapping bending calculation principles,combined with no-bending theory of dome and the edge checking method.Finally,this calculation method was verified an example analysis.
Keywords:enclosed shell  supporting collar beam  edge correction  fixed supporting
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