摘要
现浇空心板楼盖是板系空间结构。为便于工程设计,这类构造上的各向异性板可采用按抗弯刚度归并的简化分析方法进行工程设计。本文通过算例分析,详细比较了这类板系空间结构采用归并简化算法的内力计算误差,明确了一些简化分析方法的计算规律,并成功地应用于工程实践中。
Hollow slab is the plated spatial structures. The simplified analysis method can be applied to this anisotropic plate according to the merged bending stiffness for the design of engineering. The calculated error of internal force is compared for the simplified method, the calculated rules is explained, and is triumphantly applied to the engineering.
出处
《重庆建筑》
2004年第2期26-30,共5页
Chongqing Architecture
关键词
空心板楼盖
板系空间结构
异性板
抗弯刚度
内力
hollow slab floor framing
plated spatial structures
merged calculate
simplified analysis
application
