机译:等效肋距比的预制肋板双向混凝土复合板简化弹性设计方法
Hunan Univ Sci & Technol, Coll Civil Engn, Taoyuan Rd, Xiangtan 411201, Peoples R China|Hunan Univ Sci & Technol, Hunan Prov Key Lab Struct Wind Resistance & Vibra, Taoyuan Rd, Xiangtan 411201, Peoples R China;
Hunan Univ Sci & Technol, Coll Civil Engn, Taoyuan Rd, Xiangtan 411201, Peoples R China;
Hunan Univ Sci & Technol, Coll Civil Engn, Taoyuan Rd, Xiangtan 411201, Peoples R China;
Hunan Univ Sci & Technol, Coll Civil Engn, Taoyuan Rd, Xiangtan 411201, Peoples R China;
Hunan Construct Engn Grp Co Ltd, Engn Dept, Furong S Rd, Changsha 410004, Hunan, Peoples R China;
concrete composite slab; elastic design method; orthotropic characteristic; three supported edges and one clamped edge; two-way slab;
机译:具有预制罗纹反应性粉体混凝土底板的混凝土复合板坯的弯曲行为
机译:预倒立T形罗纹板预应力混凝土复合板的弯曲行为
机译:预制混凝土肋肋板复合板在悬吊荷载下的平面外性能分析
机译:多肋平板墙等效弹性复合材料平板模型研究
机译:偏斜简跨横向后张预应力混凝土预制板桥评估
机译:双向轻质钢混凝土综合板坯与薄壁芯盒朝向可持续建筑的行为
机译:钢筋混凝土板更新的设计方法预制预应力混凝土板
机译:超高性能混凝土双向肋板桥面板的分析