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防屈曲耗能支撑与框架节点的连接设计

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防屈曲耗能支撑作为一种新型的消能减震元件,已被广泛、成功地应用于既有框架结构的抗震加固中.为使结构在地震作用下表现出良好的抗震效果,需保证防屈曲钢支撑与框架具备优良的协同工作性能,因此支撑与框架之间的连接性能尤为重要.防屈曲钢支撑与框架节点之间的连接方法有焊缝连接、螺栓连接以及销轴连接.通过对节点板-框架连接处和节点板-支撑连接处进行受力分析,破坏形态分析,完善了加支撑框架节点处的计算公式.
Study on Design of Connection Between Buckling-Restrained Brace and Frame Joint
As a new energy consumption components,Buckling-Restrained Brace has been widely and successfully applied to the seismic strengthening of frame structure.To make the structure under seismic excitation showed good seismic behavior,excellent performance of collaborative work between Buckling-Restrained Brace and frame structure should been guaranteed,hence the connection performance of the two should been take seriously.Weld-connection,bolt-connection and pin-connection are common connection methods between Buckling-Restrained Brace and frame structure.In this paper,through the force analysis and failure mode analysis of joint plate-frame and joint plate-brace,the calculation formula of joint of braced frame is improved.

Buckling-Restrained Braceframe structurecollaborative workconnection performanceconnection methods

张磊、王婷

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陕西铁路工程职业技术学院,陕西 渭南 714000

防屈曲耗能支撑 框架结构 协同工作 连接性能 连接方法

陕西省教育厅2023年度青年创新团队科学研究计划项目陕西铁路工程职业技术学院科研基金项目

23JP0272023KYYB-16

2024

粉煤灰综合利用
河北省墙体材料革新办公室 石家庄市粉煤灰综合利用和墙改办公室

粉煤灰综合利用

CSTPCD
影响因子:0.378
ISSN:1005-8249
年,卷(期):2024.38(3)