节点文献
高强混凝土梁柱节点直通钢筋粘结锚固
Research on design of the bond-anchorage of unbent steel bar of the beam-column joints of high strength concret
【摘要】 以近些年来日本的高强度混凝土梁柱节点试验资料为依据,进行研究计算分析,验证了我国现行的《混凝土结构设计规范》(GB 50010—2002)中节点设计中的直通钢筋粘结锚固的规定针对高强度混凝土的适用性、安全性及经济性;在此基础上提出高强度混凝土梁柱节点直通钢筋锚固设计公式的建议供作参考。
【Abstract】 The domestic of this text carry on study,calculation and analysis basing on the experiment data of high strength concrete beam-column joints in Japan in the last few years.This text put forward the propositional formula of design the bond-anchorage of the unbent steel bar in the beam-column joints of high strength concrete after verify the adaptability,safety and economy of the provision in"Code for Design of Concrete Structures"(GB 50010—2002)in our country on this foundation,
- 【文献出处】 福建建材 ,Fujian Building Materials , 编辑部邮箱 ,2008年06期
- 【分类号】TU375
- 【被引频次】1
- 【下载频次】52