纵向受力钢筋

关于混凝土结构受弯构件纵向受力钢筋配筋百分率的讨论

Discussion on the reinforcement ratio of longitudinal bars in flexural members of concrete structure

钢筋混凝土深梁抗裂度塑性系数和纵向受力钢筋最小配筋率的研究

A Research on the Plastic Coefficient of Cracking strength and the Minimum Reinforcement Ratio of Deep Beams

按一、二级抗震等级设计的框架结构纵向受力钢筋的使用问题

Problems concerning adoption of longitudinal bearing force reinforcement in design of framed structure of the first and second grade earthquake-resistant project

框架节点的变形主要是由关键受力区域（梁、柱塑性铰区）的弯曲变形、剪切变形、纵向受力钢筋在节点内的粘结滑移以及节点核芯区的剪切变形等几部分组成。

The deformation of frame joints is made up of the bend deformation and the shearing deformation of the key part ( plastic hinge area of beam and column )、 the slipping of beam bars 、 the joint core shearing deformation .