加强型钢结构梁柱节点抗震性能研究综述  

Research on Seismic Performance of Beam-column Joints of Reinforced Steel Structures

作　　者：李佳柯 董锦坤[1] 张玉桂 朱林 王大治 LI Jia-ke;DONG Jin-kun;ZHANG Yu-gui;ZHU Lin;WANG Da-zhi(School of Civil and Architectural Engineering,Liaoning University of Technology,Jinzhou 121001,China;Zhongjiao Luqiao North Engineering Co.,Ltd.,Beijing 100024,China;Yingkou Traffic Technology Engineering Co.,Ltd.,Yingkou 115000,China)

机构地区：[1]辽宁工业大学土木建筑工程学院,辽宁锦州121001 [2]中交路桥北方工程有限公司,北京100024 [3]营口市交通技术工程有限公司,辽宁营口115000

出　　处：《辽宁工业大学学报（自然科学版）》2024年第4期238-244,共7页Journal of Liaoning University of Technology(Natural Science Edition)

基　　金：辽宁工业大学—中交路桥建设有限公司专业学位研究生联合培养示范基地项目。

摘　　要：抗震性能是钢结构领域中极为重要的研究方向,基于国内外相关文献的分析,对不同类型的加强型钢结构梁柱节点相关参数和力学性能进行梳理,得出了加强型节点具有较好的抗震性能,能有效提高钢结构抵抗破坏的能力,同时指出了目前加强型节点研究中还存在的一些问题,并对此提出了相关建议,以期为加强型钢结构梁柱节点抗震性能的研究提供参考。Seismic performance is a very important research direction in the field of steel structure.Based on the analysis of relevant literature at home and abroad,the relevant parameters and mechanical properties of different types of reinforced steel structure beam-column joints are sorted out,and it is concluded that the reinforced joints have better seismic performance and can effectively improve the ability of steel structure to resist damage.At the same time,some problems existing in the research of reinforced joint are pointed out,and relevant suggestions are put forward in order to provide reference for the research of seismic performance of reinforced steel beam-column joint.

关 键 词：钢结构 抗震 梁柱节点 加强型 

分 类 号：TU352[建筑科学—结构工程]