机译:预应力组合箱梁的弯曲剪扭性能
Nanjing Hydraul Res Inst, Dept Mat & Struct Engn, Nanjing 210029, Jiangsu, Peoples R China|State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China;
Nanjing Hydraul Res Inst, Dept Mat & Struct Engn, Nanjing 210029, Jiangsu, Peoples R China|State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China;
Nanjing Hydraul Res Inst, Dept Mat & Struct Engn, Nanjing 210029, Jiangsu, Peoples R China|State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China;
prestressed composite box beam; bending-shear-torsion performance; deflection; damage process;
机译:局部预应力钢混凝土复合连续箱梁弯曲行为的实验研究
机译:预应力钢混凝土组合连续箱形梁的长期试验研究
机译:轴向受弯剪扭耦合的复合Timoshenko梁的谱元模型
机译:采用部分剪切连接预应力复合箱梁扭转性能的实验研究
机译:包含超高性能混凝土(UHPC)纵向缝的相邻预应力混凝土箱梁桥的性能
机译:考虑时间依赖性效应的弯曲钢混凝土复合盒梁的有限梁元件
机译:预应力叠加倒复合梁弯曲性能的数值分析
机译:纤维增强聚合物复合材料在预应力箱梁修复改造中的应用