摘要
根据刚度、面积等效的原则,介绍了将跨度近似相等的现浇混凝土空心楼板转化为等效厚度实心楼板的计算理论的推导过程,并对结果做了分析,表明了其转化设计是合理的。
According to equivalent principle of rigidity and area, it introduces deducing process of calculation theory on transierring similar span cast-in-place concrete hollow floor to equivalent thickness solid floor, and the result indicates it is reasonable.
出处
《山西建筑》
2006年第3期62-63,共2页
Shanxi Architecture
关键词
现浇空心楼板
刚度
挠度
cast-in-place concrete hollow floor, rigidity, flexibility
