...
机译:弯曲钢筋混凝土构件的可服务性分析
Department of Bridges and Special Structures, Vilnius Gediminas Technical University,Sauletekio al. 11, LT-10223 Vilnius, Lithuania;
Department of Bridges and Special Structures, Vilnius Gediminas Technical University,Sauletekio al. 11, LT-10223 Vilnius, Lithuania,Department of Strength of Materials, Vilnius Gediminas Technical University,Sauletekio al. 11, LT-10223 Vilnius, Lithuania;
Department of Bridges and Special Structures, Vilnius Gediminas Technical University,Sauletekio al. 11, LT-10223 Vilnius, Lithuania;
Department of Bridges and Special Structures, Vilnius Gediminas Technical University,Sauletekio al. 11, LT-10223 Vilnius, Lithuania;
Department of Bridges and Special Structures, Vilnius Gediminas Technical University,Sauletekio al. 11, LT-10223 Vilnius, Lithuania;
UAB Grinda, Eiguling. 7, LT-03150 Vilnius, Lithuania;
reinforced concrete; discrete cracking; bond stress-slip law; simplified model;
机译:玻璃纤维增强聚合物(GFRP)钢筋增强的地聚合物混凝土梁的抗弯强度和使用寿命
机译:玻璃纤维增强聚合物棒增强的普通和高强度混凝土梁的抗弯性能和实用性
机译:混凝土材料性能变化对钢筋和预应力混凝土抗弯构件使用寿命的影响
机译:基于应力传递方法的钢筋混凝土构件的可维修性分析
机译:早期对钢筋混凝土受弯构件使用寿命可靠性的影响。
机译:用玄武岩纤维增强聚合物增强混凝土梁的可用性和弯曲行为(BFRP)暴露于苛刻条件
机译:弯曲钢筋混凝土件/钢筋混凝土元件的可维修分析