摘要
通过理论分析与试验,提出了预应力混凝土薄板与叠合板抗弯极限承载力相关关系模式与计算方法,与试验结果符合良好.本文建议的相关关系模式为混凝土叠合板与薄板结构性能检验提供了新的检验方法与计算手段,可供有关规范及通用标准图集编制和有关生产、施工、检验部门应用.
The correlation in bending bearing capacity between prestressed thin slabs and laminated slabs areanalysed and tested. The calculation models and formulae about the correlation in bending bearing capacity between thin slabs and laminated slabs, which are suggested as reference for laminated slabs in production, construction and working out of general standard gallery, are given and comfort well to the results of experiment.
出处
《哈尔滨工业大学学报》
EI
CAS
CSCD
北大核心
2005年第10期1440-1441,共2页
Journal of Harbin Institute of Technology
关键词
预应力薄板
抗弯承载力相关关系
叠合板
prestressed thin slab
correlation in bending bearing capacity
laminated slab
