王 坦,袁帅锋,罗 坤,袁 阔,李立巍,马先前,郝银龙,刘 俊
王坦,袁帅锋,罗坤,等.新型装配式拱形连梁节点抗震性能试验研究[J].混凝土与水泥制品,2021(7):80-83,87.
WANG T,YUAN S F,LUO K,et al.Experimental Study on Seismic Performance of New Fabricated Arch Beam Joints[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):80-83,87.
新型装配式拱形连梁节点抗震性能试验研究
王 坦,袁帅锋,罗 坤,袁 阔,李立巍,马先前,郝银龙,刘 俊
王坦,袁帅锋,罗坤,等.新型装配式拱形连梁节点抗震性能试验研究[J].混凝土与水泥制品,2021(7):80-83,87.
WANG T,YUAN S F,LUO K,et al.Experimental Study on Seismic Performance of New Fabricated Arch Beam Joints[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):80-83,87.
摘 要:在文献调研的基础上,提出了一种新型装配式拱形连梁节点,并通过试验和有限元方法分析了此种节点的抗震性能。结果表明:拱形连梁和型钢连接件可以有效提高连梁端部的抗剪承载能力,提高联肢墙结构的整体抗震性能。
Abstract: On the basis of literature research, a new type of assembled arch beam joint was put forward, and its seismic performance was analyzed through experiment and finite element method. The results show that the arch girder and section steel connectors can effectively improve the shear bearing capacity of the end of the girder, and improve the overall seismic performance of the joint wall structure.
版权所有:中国混凝土与水泥制品网 苏ICP备10086386号 网站建设:中企动力 苏州