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机译:钢筋混凝土剪力墙的蠕变和干缩对高层建筑轴向缩短的影响
Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, PR China Advanced Materials Institute, Graduate School at Shenzhen, Tsinghua University, Shenzhen, PR China;
Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, PR China;
Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, PR China;
Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, PR China;
Advanced Materials Institute, Graduate School at Shenzhen, Tsinghua University, Shenzhen, PR China;
RC shear wall; Axial shortening; Shrinkage; Creep; Ambient relative humidity;
机译:高层建筑钢筋混凝土柱蠕变因轴向缩短的分析特征
机译:蠕变和收缩对高刚度钢筋混凝土框架剪力墙系统的影响
机译:高层建筑中钢筋混凝土剪力墙与悬臂的连接结构性能验证
机译:钢筋混凝土剪力墙的基于梁柱的宏模型
机译:对高层建筑中钢筋混凝土模块之间的剪力墙和平板之间的相互关系进行了分析研究,利用模块化结构在极端地震和风荷载下进行了施工。
机译:长期混凝土收缩对钢筋混凝土结构性能的影响
机译:高层建筑由钢筋混凝土剪力墙和钢框架组成