机译:大型复合板内部梁柱节点抗震性能试验研究
Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China;
Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China;
China Academy of Building Research, Beijing 100013, China;
earthquake; beam-to-column connection; precast concrete structure; cyclic loading;
机译:玻璃纤维复合材料增强RC内柱柱节点抗震性能的试验评估
机译:用FRP复合材料加固内部RC梁柱接头抗震性能的实验评价
机译:基于内外梁柱节点全尺寸试样的有头钢筋地震锚固性能试验研究
机译:梁深度不同的钢筋混凝土梁柱节点的抗震性能试验研究
机译:FRP复合材料加固RC内梁柱节点的抗震性能分析与试验评价。
机译:低延性等级的连续矩形螺旋横向钢筋混凝土RC梁柱连接的抗震性能
机译:钢筋混凝土外套修复钢筋混凝土内梁柱节点的试验研究