【摘要】 采用有限元分析方法对钢筋混凝土板柱边节点的3种不同形式在使用荷载作用下的挠度及应力作了对比分析,认为板柱边节点有与中节点类似的破坏模式,可参照中节点的设计方法;边板带外挑同时设置边梁的边节点形式有较好的力学性能,可优先选用。更多还原

【Abstract】 Finite element method is used to study the flection and the stress of three kind border Slab-Column connections Based on these results, border Slab-Column connections are considered that have the same breakage modes as inner Slab-Column connections and the design methods of the border Slab-Column connections can be agreed with inner Slab-Column connections, in addition, boder strips seeking out with beams are good to the border connections’ mechanics performance and can be First employed.更多还原