首页|预应力加强框架节点的抗震性能研究综述

预应力加强框架节点的抗震性能研究综述

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通过总结国内外预应力加强框架节点的实验及数值模拟研究,分析了不同加强形式对框架节点的影响,结果表明:预应力加强节点与传统节点相比具有更好的承载力及抗剪强度,能提升结构的抗震性能.最后,对预应力加强框架节点研究进行了总结与展望.
Review of Research on Seismic Performance of Prestressed Reinforced Frame Joints
By summarizing the experimental and numerical simulation studies of prestressed reinforced frame joints at home and abroad,the influence of different reinforcement forms on frame joints is analyzed,and the results show that the prestressing reinforcement joints have better bearing capacity and shear strength than traditional nodes,and can improve the seismic performance of materials.Finally,the research on prestressed reinforcement framework nodes is summarized and prospected.

prestressing forcereinforced concreteframe jointnumerical simulation

肖体德、董锦坤、许淞清

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辽宁工业大学 土木建筑工程学院,辽宁 锦州 121001

中交路桥建设有限公司,北京 100000

预应力 钢筋混凝土 框架节点 数值模拟

2024

辽宁工业大学学报(自然科学版)
辽宁工业大学

辽宁工业大学学报(自然科学版)

影响因子:0.226
ISSN:1674-3261
年,卷(期):2024.44(3)