The laboratory RBS specimens had mo

The laboratory RBS specimens had mostly undergone excessive
out-of-plane deformation before reaching the required inelastic
ductility [8–10]. The out-of-plane deformation is due to the web
local and lateral modes of buckling followed by the flange local
buckling. The severe beam buckling may also result in the
column twisting especially for deep columns [11,12]. Although
the notable out-of-plane deformation is a ductile mode of failure

Results (Chinese Traditional) 1:

實驗室RBS大多標本經歷過多前達到所需的平面：外變形彈性延性[8-10]。平面外變形是由於 [11,12]加撚的列。雖然值得注意的平面：外變形是失效的一種韌性模式

Results (Chinese Traditional) 3:

實驗室標本大多沒有經歷過
RBS平面的變形之前達到所需的non-彈性
延性[10] 8–。平面變形的產生是由於腹板、局部和側模的屈曲，其次是翼緣局部屈曲。嚴重的梁屈曲也可能會導致
柱尤其是深柱[11,12]扭曲。雖然平面變形是一種延性破壞模式