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机译:弯曲FRP筋条通过外部预应力加固的实验评估
Southeast Univ, Jiangsu Key Lab Engn Mech, Nanjing 210096, Jiangsu, Peoples R China|Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Jiangsu Key Lab Engn Mech, Nanjing 210096, Jiangsu, Peoples R China|Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;
External prestressed strengthening; Fiber-reinforced polymer (FRP) tendons; Hybrid FRP; Bent FRP tendons; Rolling friction; Friction loss;
机译:玄武岩FRP筋通过外部预应力技术加固RC梁的有效性
机译:体外预应力CFRP筋加固混凝土梁弯曲的试验与理论研究。
机译:关于围栏外部预应力肌腱锚杆桥梁桥梁桥梁桥梁桥梁桥梁的实验监测
机译:使用外部肌腱和近地安装钢筋(NSMR)外部预应力加强混凝土梁(NSMR)
机译:用外部预应力和外部包装系统加固的柱子脚踏
机译:PSC结构与预应力强化法的PSC结构的实验评价
机译:PSC结构与预应力强化法的PSC结构的实验评价