On the basis of the calculation results, the ultimute axial compression ratio for the inequal-leg T-shaped, L-shaped and cross-shaped columns is presented.
再根据异形柱框架结构受地震作用时应具有的柱截面曲率延性水准确定不等肢T形、L形、十字形柱轴压比限值，为不等肢异形柱设计提供了必须的依据。
For the leg garment, there are separate Chambers (12) surrounding the foot and encompassing the ankle to ensure to provide true sequential compression.
对于腿部外套来说，有单独的腔室(12)围绕足部并环绕踝部以确保提供真正的循序压缩。
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