节点文献
反复荷载作用下型钢混凝土梁—柱节点中梁抗剪性能试验研究
Experimental research on shearing hysteretic characteristics of beam in steel-reinforced concrete beam-column joint under reversed cyclic load
【摘要】 通过对型钢混凝土梁—柱节点中梁在竖向反复荷载作用下的抗剪试验研究,探讨了剪跨比、配箍率对型钢混凝土梁剪切构件的承载力、刚度、延性、耗能性能等的影响,给出了型钢混凝土梁剪切构件的滞回曲线和骨架曲线。
【Abstract】 Based on the shear tests of beam in steel-reinforced concrete beam-column joints subjected to reversed cyclic load,the influences of shear span ratio and web reinforcement ratio on the bearing capacity,stiffness,ductility and energy dissipation of the members are discussed.Hysteretic and skeleton curve for the SRC members are obtained.
【关键词】 型钢混凝土;
抗剪性能;
滞回曲线;
梁;
梁—柱节点;
试验;
【Key words】 steel-reinforced concrete; shearing characteristics; hysteretic curve; beam; beam-column joint; test;
【Key words】 steel-reinforced concrete; shearing characteristics; hysteretic curve; beam; beam-column joint; test;
- 【文献出处】 四川建筑科学研究 ,Building Science Research of Sichuan , 编辑部邮箱 ,2004年03期
- 【分类号】TU398.9
- 【被引频次】7
- 【下载频次】264