摘要
介绍了将柱间板带加厚的变厚度板柱结构设计 ,给出不同柱网尺寸比Lx/Ly 及不同柱上与跨中板带刚度比i的分配系数曲线 ,改善了板柱结构的受力性能 ,提高了结构的抗侧刚度与冲切强度 ,减轻了结构自重 。
A design of variable thickness slab column structure which can intensify slab belt between columns is introduced. The distribution coefficient curves of different ratio of column net size L x/ L y and different ratio of rigidness between column and middle span slab belt are demonstrated. The bearing behavior of the slab column structure is improved. The deflection rigidity and punch cutting strength of structure are enhanced and self weight is alleviated. It has achieved quite good results in practice of engineering.
出处
《建筑结构》
CSCD
北大核心
2001年第5期15-18,共4页
Building Structure
