摘要
结合工程设计实际情况,分析了钢筋混凝土现浇板按塑性理论设计的可靠性和井式楼盖角区板面出现裂缝的原因,讨论了现浇板设计的一些构造问题.
Based on the engineering practice , discussion is devoted to the reliability of plastic theory of reinforced concrete slabs and the causes of crack in cross beam floor slabs . Some detailed requirements for the design of reinforced concrete slabs are also presented .
出处
《建筑结构》
CSCD
北大核心
2000年第9期42-44,共3页
Building Structure
关键词
钢筋混凝土板
现浇板
设计
塑性铰线理论
reinforced concrete
cast-in-situ slab
design
yield line theory
