机译:使用FRP包裹和钢板护套的非延性梁柱子组件的抗震改造
CSIR-Structural Engineering Research Centre. CSIR Campus, Taramani, Chennai 600 113, India,Bridge Engineering Division (Software Bldg),Structural Engineering Research Centre, CSIR Campus, Taramani, Chennai 600 113,India;
CSIR-Structural Engineering Research Centre. CSIR Campus, Taramani, Chennai 600 113, India;
ILEK Universitaet Stuttgart, Germany;
CSIR-Structural Engineering Research Centre. CSIR Campus, Taramani, Chennai 600 113, India;
CSIR-Structural Engineering Research Centre. CSIR Campus, Taramani, Chennai 600 113, India;
ILEK Universitaet Stuttgart, Germany;
ILEK Universitaet Stuttgart, Germany;
CSIR-Structural Engineering Research Centre. CSIR Campus, Taramani, Chennai 600 113, India;
CSIR-Structural Engineering Research Centre. CSIR Campus, Taramani, Chennai 600 113, India;
fiber reinforced plastic (FRP); steel plate jacketing; repair; retrofit; seismic load; energy dissipation;
机译:钢筋耗散护套加固的RC梁柱节点的抗震性能
机译:预制钢包裹夹套加固的圆形RC柱的抗震性能
机译:FRP包装钢型材组合桥梁腐蚀钢筋混凝土柱地震改装的实验性和数值研究
机译:通过钢夹克对近爆炸钢夹克改造的改造
机译:钢结构子组件的动态弹塑性行为,包括在冲击载荷下的CFRP改型。
机译:具有X型钢管和钢夹克紧凑型钢筋混凝土建筑的具体地震改装。在韦尔瓦的小学申请
机译:钢筋混凝土梁柱节点的抗震修复,方法是与混凝土覆盖层粘结并用FRP复合材料包裹
机译:具有非延性细节的钢筋混凝土框架结构的抗震性能。第1部分:全尺寸梁柱节点试验的实验结果总结