Hebei Polytechnic University,Earthquake Engineering Research Center of Hebei,Tangshan, 063009;
Hebei Polytechnic University,Earthquake Engineering Research Center of Hebei,Tangshan, 063009;
Hebei Polytechnic University,Earthquake Engineering Research Center of Hebei,Tangshan, 063009;
Hebei Polytechnic University,Earthquake Engineering Research Center of Hebei,Tangshan, 063009;
Hebei Polytechnic University,Earthquake Engineering Research Center of Hebei,Tangshan, 063009;
Ladder-reinforced; Bi-steel; Rigidity; Cracking; Reinforced concrete;
机译:钢材和混凝土在主裂纹之间的应变建模,以预测RC梁的覆盖控制裂纹
机译:评估钢筋混凝土桥梁连续组合梁的有效性以及控制支架早期的混凝土裂缝
机译:一种控制钢-混凝土组合梁裂缝,蠕变和收缩效应的有效新颖策略
机译:梯子增强钢筋混凝土梁裂缝和变形的控制研究
机译:用纤维增强材料研究钢和混凝土组合梁中的裂纹扩展。
机译:初始静载荷裂缝下钢纤维增强薄板轻质混凝土叠合梁的弯曲疲劳性能
机译:钢筋混凝土梁的开裂行为:实验与仿真对钢混凝土键的数值影响
机译:深层钢筋混凝土梁裂缝宽度的控制