不同形状组合的钢筋砼板柱连接的抗弯承载力  

Flexural Capacities of Reinforced Concrete Slab-Column Connections with Various Combination of Shapes

作　　者：周朝阳[1] 

机构地区：[1]长沙铁道学院土木建筑学院,长沙410075

出　　处：《长沙铁道学院学报》1997年第4期32-37,共6页Journal of Changsha Railway University

摘　　要：本文应用屈服线理论，导出工程结构中各种钢筋砼板柱连接的抗弯承载力解答，并讨论板、柱形状及夫承内移等因素的影响，结果可供工程应用参考．Based on yield line theory,flexural strengths are derived for relnforced concrete slab-column connetcions with various combinations of the shapes of slab and column. The shape effect and the influence of the location of slab support are then discussed.

关 键 词：钢筋混凝 板柱连接 抗弯承载力 屈服线理论 

分 类 号：TU375[建筑科学—结构工程]