型钢混凝土组合结构梁柱节点性能研究  

Performance Research on Beam Column Joints in Steel Reinforced Concrete Composite Structures

作　　者：郭东东 樊晶晶 陆磊 杨威 张博 GUO Dongdong;FAN Jingjing;LU Lei;YANG Wei;ZHANG Bo(China State Construction International Engineering Co.,Ltd.,Huzhou,Zhejiang,313000,China)

机构地区：[1]中建国际工程有限公司,浙江湖州313000

出　　处：《工程建设（维泽科技）》2024年第10期136-138,共3页Engineering Construction

摘　　要：随着建筑行业的快速发展,型钢混凝土组合结构因其出色的力学性能和经济效益得到广泛应用。梁柱节点作为结构的关键部位,直接影响整个结构的安全性和稳定性。因此,深入研究型钢混凝土组合结构梁柱节点的性能,对于提高建筑结构的抗震性能、优化结构设计具有重要意义。通过对梁柱节点性能的深入探究,可以为推动建筑结构工程技术的发展和创新提供有力支持,从而更好地满足社会对建筑安全和可持续发展的需求。With the rapid development of the construction industry,steel-concrete composite structures have been widely used due to their excellent mechanical properties and economic benefits.As key components of the structure,beam column nodes directly affect the safety and stability of the entire structure.Therefore,in-depth research on the performance of steel-concrete composite structure beam column joints is of great significance for improving the seismic performance of building structures and optimizing structural design.Through in-depth exploration on the performance of beam column joints,strong support can be provided for promoting the development and innovation of building structural engineering technology,thereby better meeting the needs of society for building safety and sustainable development.

关 键 词：型钢混凝土组合结构特点 节点性能研究 研究策略 

分 类 号：TU398.7[建筑科学—结构工程]