In calculating the seismic force of high-rise steel structures, the periods should be multiplied by a reduction factor (0.9) to account for the stiffness due to non-structural elements.
在计算高层钢结构地震剪力时，周期应乘以0.9折减系数以考虑非结构构件对刚度的影响。
The relatively small reduction in stress intensity magnification factor with increasing stiffness of the stiffener.
随着加强肋刚度的增加，应力强度放大因子则相应有所减小。
The relatively small reduction in stress intensity magnification factor with increasing stiffness of the stiffener.
随着加强肋刚度的增加，应力强度放大因子则相应有所减小。
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