机译:考虑局部屈曲的冷弯圆空心截面短柱压应力-应变模型
Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 611756, Sichuan, Peoples R China;
Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 611756, Sichuan, Peoples R China|Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Sichuan, Peoples R China;
Kobe Univ, Grad Sch Engn, Dept Architecture, Kobe, Hyogo 6578501, Japan;
Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 611756, Sichuan, Peoples R China;
Cold-formed circular hollow section; Stub column; Generalized diameter-to-thickness ratio; Local buckling; Post-local-buckling behavior;
机译:修正的应力应变模型解决了薄壁短柱在轴压作用下的局部屈曲问题
机译:压缩下冷成型高强度钢圆形空心截面的存根行为
机译:大气腐蚀下圆形空心和混凝土钢管柱压缩行为
机译:空心钢截面梁柱后局部屈曲行为的建模
机译:局部屈曲对单对称冷弯钢柱结构行为的影响
机译:轴向压缩下钢管约束圆形CFST短柱的显式模拟
机译:考虑局部屈曲的圆形混凝土钢管柱柱轴剩余容量