这样,在塔柱顶部钢筋混凝土平台就会产生侧移刚度的突变。
This change would cause insentive seismic whipping effect of the top building.
水平荷载作用下,钢筋混凝土异形柱框架结构侧移分为剪切型和弯曲型;
The main reason of the structure lateral displacement is the horizontal load.
水平荷载作用下,钢筋混凝土异形柱框架结构侧移分为剪切型和弯曲型;
The main reason of the structure lateral displacement is the horizontal load.
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