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作 者:郭靳时[1] 张杰 GUO Jinshi;ZHANG Jie(Jilin Jianzhu University,Changchun 130118,China)
机构地区:[1]吉林建筑大学,吉林长春130118
出 处:《四川建材》2020年第3期65-66,共2页Sichuan Building Materials
摘 要:近年来,地震、暴雨等自然灾害频发带来了财产损失和人员损伤,造成大量建筑毁坏,产生大量的建筑垃圾和废弃材料。因此,利用回收建筑材料并对其进行加工,形成再生混凝土能有效解决这一难题。目前,对再生混凝土构件及各种组合构件的力学性能研究已开始多年,但对再生混凝土框架组合结构的节点抗震性能研究较少。本文通过有限元软件ABAQUS研究分析型钢再生混凝土柱-钢筋再生混凝土梁框架边节点在不同再生混凝土取代率下的抗震性能。In recent years,due to frequent natural disasters such as earthquakes and rainstorms,property losses have been brought,and countless people have been injured,a large number of buildings have been destroyed,and a large amount of construction waste and waste materials have been brought.Therefore,using recycled building materials and processing them to form recycled concrete can effectively solve this problem.At present,the domestic various artifacts of recycled concrete and all kinds of mechanical performance of composite components research has started for many years,but for recycled concrete frame structure seismic performance study is less,in this article,through the finite element software ABAQUS,the analysis of steel reinforced concrete column regenerative concrete beam frame side joints in different seismic performance of recycled concrete.
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