首页 | 本学科首页   官方微博 | 高级检索  
     

板的次弯矩分布及梁板相互影响
引用本文:庞平,尹新生,孙立.板的次弯矩分布及梁板相互影响[J].吉林建筑工程学院学报,2002,19(1):6-10.
作者姓名:庞平  尹新生  孙立
作者单位:1. 吉林建筑工程学院土木工程系,长春,130021
2. 中铁十三局勘测设计处,长春,130031
摘    要:本文用有限元对预应力混凝土连续板,非预应力梁,预应力梁,非预应力板进行分析计算,通过不同布筋方式的对比分析,阐明集中布束的优越性,同时,得到板面次弯矩分布情况,并说明了梁板间的相互影响关系。

关 键 词:预应力混凝土板  布筋方式  弯矩  应力等值线  有限元
文章编号:1009-0185(2002)01-0006-05

The Distribution of Slab Bending Moments and Interaction Between Slab and Beam
PANG Ping ,YIN Xin sheng ,SUN Li.The Distribution of Slab Bending Moments and Interaction Between Slab and Beam[J].Journal of Jilin Architectural and Civil Engineering,2002,19(1):6-10.
Authors:PANG Ping  YIN Xin sheng  SUN Li
Affiliation:PANG Ping 1,YIN Xin sheng 1,SUN Li 2
Abstract:Prestressed reinforced concrete slab was analysed and calculated here.By comparison with different arrangement ways of reinforcement,the superiority of concentrated arrangement of steel rib is explained.At the same time,distribution of bending moments in slab and relation between slab and beam are obtained.
Keywords:prestressed reinforced concrete slab  Arrangement ways of reinforcement  bending moment  stress isoline  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号