Iraqi Ministry of Oil;
Portland State University Department of Civil and Environmental Engineering Portland OR;
Fariborz Maseeh College of Engineering and Computer Science at Portland State University Portland Oregon;
durability of concrete; cyclic loading; retrofit; CFRP; non-ductile; beam-column joints;
机译:钢笼式加强RC柱:带有非延展细节的梁柱关节上的循环加载试验
机译:钢纤维非延性RC框架在梁柱节点和塑性铰区域的循环响应
机译:循环加载下钢/混凝土复合边缘梁柱接头的地震行为
机译:CFRP包裹的非延性束柱关节的循环加载行为
机译:CFRP包裹非延性钢筋混凝土梁柱节点的循环荷载特性。
机译:基于生物医学级聚乙烯的纳米复合接头在循环载荷下的机械表征
机译:CFRp缠绕非韧性钢筋混凝土梁柱节点的循环荷载特性