机译:冷弯型钢的性能,失效和DSM设计:载荷点的影响
Structural Engineering Department, Sao Carlos School of Engineering, University of Sao Paulo, Brazil, Av. Trabalhador Saocarlense, 400, 13566-590 Sao Carlos, SP, Brazil;
Department of Civil Engineering and Architecture, ICIST, Instituto Superior Tecnico, Technical University of Lisbon, Av. Rovisco Pais, 1049-001 Lisboa, Portugal;
Structural Engineering Department, Sao Carlos School of Engineering, University of Sao Paulo, Brazil, Av. Trabalhador Saocarlense, 400, 13566-590 Sao Carlos, SP, Brazil;
Cold-formed steel beams; Buckling; Post-buckling; Design; Direct strength method (DSM); Effect of the load point of application;
机译:均匀弯曲下冷弯型钢的变形破坏:性能,强度和DSM设计
机译:冷弯型钢梁中的局部变形相互作用:性能,强度和DSM设计
机译:均匀弯曲下S形冷弯型钢的变形破坏及DSM设计
机译:非均匀弯曲下冷弯型钢唇形梁的变形破坏及DSM设计
机译:连续混凝土/冷弯型钢组合梁利用托梁附件来支撑偏置荷载。
机译:粘结CFRP胶带改装钢冷成型Sigma梁的实验室和数值分析
机译:弯扭屈曲冷弯型钢的性能与设计
机译:冷弯成型钢板和宽法兰梁的设计图表。