机译:预应力超高强度混凝土包裹钢梁的抗剪性能
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian City, Liaoning Province 116024, China,School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang City, Liaoning Province 110178, China;
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian City, Liaoning Province 116024, China;
School of Civil and Safety Engineering, Dalian Jiaotong University, Dalian City, Liaoning Province 116028, China;
School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang City, Liaoning Province 110178, China;
Beam; Shear span-depth ratio; Degree of prestress; Shear ductility;
机译:基于考虑混凝土张力的压缩区深度精细计算的纤维增强高强钢超高性能混凝土梁的抗剪强度
机译:考虑混凝土张力,纤维增强高强度钢超高性能混凝土梁剪切强度基于精制计算的压缩区深度
机译:预应力混凝土梁的剪切强度模型用钢纤维失败
机译:粘结筋预应力钢包梁的抗剪强度
机译:预应力超高性能混凝土工字梁的抗剪和抗弯性能
机译:第一部分:考虑横向约束和钢的各种约束效应的混凝土包裹钢梁屈服后行为的分析模型
机译:预应力混凝土粘结钢梁的抗剪强度