首页|装配式型钢混凝土柱连接节点抗震性能研究

装配式型钢混凝土柱连接节点抗震性能研究

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结合相关研究成果,提出了一种新型的柱-柱连接节点,将柱与柱的接头位置设置在反弯点处,与之前的梁柱节点分开,接头处全部采用焊接方式,承载性能更好更易于施工.同时利用有限元软件,对其进行数值模拟.通过拟静力分析,并引入现浇型钢混凝土柱和现浇钢筋混凝土柱进行对比,发现新型装配式型钢混凝土具有良好的抗震性能,可以为相关设单位参考.
RESEARCH ON SEISMIC BEHAVIOR OF ASSEMBLED STEEL REINFORCED CONCRETE COLUMN JOINT
Based on the previous research results,this paper proposes a new type of column to column joint.The joint position between column and column is set at the inflection point,which is separated from the previous beam column joint.All the joints are welded,so the bearing capacity is better and easier to construct.At the same time,the finite element software is used to simulate it.Through the quasi-static analysis,and the introduction of cast-in-place steel reinforced concrete columns and cast-in-place reinforced concrete columns for comparison,it is found that the new fabricated steel reinforced concrete has good seismic performance,which can be used for reference and research for relevant design units.

column jointjoint positionnumerical simulationquasi-static analysis

赖帅

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惠州学院建筑与土木工程学院,广东惠州 516007

广州大学土木工程学院,广州 510006

柱-柱节点 接头位置 数值模拟 拟静力分析

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(2)
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