摘要
通过对６０°斜交柱网无梁楼盖的有限元内力分析，从其弯矩分布的特点，提出了一种准棋盘式布局的正交双向配筋方法．此法施工简便，也较为实用。
The forces analysis ,for the column network with 60 oblique crossing and beamless roof, has been performed by the finite element method.According to the distribution of the bending moment, bi direction orthogonal reiforcement method with the form of chessboard liked have been taken.It is simple for construction and is powerful in practice, also this met method is helpness and reference to design.
出处
《西北建筑工程学院学报（自然科学版）》
1999年第3期29-31,35,共4页
Journal of Northwestern Institute of Architectural Engineering
关键词
斜交柱网
无梁楼盖
配筋
弯矩
建筑物
the column netowrk with oblique crossing
beamless roof
reinforcement
bending moment
