摘要
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。
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.
作者
肖体德
董锦坤
许淞清
XIAO Ti-de;DONG Jin-kun;XU Song-qing(School of Civil and Architectural Engineering,Liaoning University of Technology,Jinzhou 121001,China;China Communications Road and Bridge Construction Co.,Ltd,Beijing100000,China)
出处
《辽宁工业大学学报(自然科学版)》
2024年第3期177-180,共4页
Journal of Liaoning University of Technology(Natural Science Edition)
关键词
预应力
钢筋混凝土
框架节点
数值模拟
prestressing force
reinforced concrete
frame joint
numerical simulation