机译:轴心受压箱形柱的局部屈曲和混凝土约束。
Department of Construction Engineering, National Taiwan University of Science and Technology, No. 43, Sec. 4, Keelung Road, 106, Taipei, Taiwan, ROC;
Department of Construction Engineering, National Taiwan University of Science and Technology, No. 43, Sec. 4, Keelung Road, 106, Taipei, Taiwan, ROC;
Department of Construction Engineering, National Taiwan University of Science and Technology, No. 43, Sec. 4, Keelung Road, 106, Taipei, Taiwan, ROC;
Department of Construction Engineering, National Taiwan University of Science and Technology, No. 43, Sec. 4, Keelung Road, 106, Taipei, Taiwan, ROC Department of Architecture, Hwa Hsia Institute of Technology, New Taipei, Taiwan, ROC;
concrete-filled box columns; concrete confinement; box columns; steel columns; composite columns; SRC columns;
机译:火灾下轴向加载矩形钢管混凝土细长柱局部屈曲与整体屈曲相互作用行为的纤维元模拟
机译:考虑局部屈曲的圆钢管混凝土柱的轴向剩余承载力
机译:钢管混凝土轴心受压柱局部屈曲的理论研究。
机译:具有高性能钢下的内置箱柱的局部屈曲行为,在同心轴向加载下
机译:在热(火)荷载作用下,非摆式轴向约束柱的后屈曲。
机译:圆形薄壁钢管混凝土短柱的轴向极限承载力衰减
机译:混凝土钢管柱的弹性负载能力在组合轴向力和弯曲下:混凝土管状柱的强度和旋转能力部分III
机译:屈曲于轴向载荷和横向温度梯度的弹塑性柱