...
机译:着火条件下梁柱高强度钢端板连接的性能-第1部分:实验研究
College of Civil Engineering, Shenzhen Graduate School, Harbin Institute of Technology, 518055 Shenzhen, China,Structural and Building Engineering, Department of Design and Construction, Faculty of Civil Engineering, Delft University of Technology, P.O. Box 5048, 2600 CA Delft, The Netherlands;
Structural and Building Engineering, Department of Design and Construction, Faculty of Civil Engineering, Delft University of Technology, P.O. Box 5048, 2600 CA Delft, The Netherlands;
Structural and Building Engineering, Department of Design and Construction, Faculty of Civil Engineering, Delft University of Technology, P.O. Box 5048, 2600 CA Delft, The Netherlands;
College of Civil Engineering, Tongji University, 200092 Shanghai, China;
High strength steel; Endplate connection; Beam-to-column connections; Structural fire performance; Experimental study;
机译:火灾条件下梁柱高强度钢端板连接的性能-第2部分:数值研究
机译:高强度钢端板连接件的射击后行为-第1部分:实验研究
机译:高强度钢端板连接件的着火后行为-第2部分:数值研究
机译:火灾中高强度钢端板连接的实验与数值研究
机译:连接钢管构件的梁到柱矩连接的结构防火性能
机译:着火条件下热塑性材料的熔体流动行为:最新实验研究和一些理论方法
机译:重型钢结构中梁到柱焊接连接脆性断裂的实验研究:第2部分。梁 - 柱焊接连接的结构行为与构件之间强度比例骨折的影响
机译:钢 - 混凝土组合框架在火灾条件下的性能。文学研究