结构蒙皮的英文

• structural skin

• "结构"英文翻译    structure; composition; cons ...
• "蒙皮"英文翻译    envelope; covering; skin; th ...
• "非结构蒙皮" 英文翻译 :    nonstructural skin
• "结构蒙皮段" 英文翻译 :    structural skin panel
• "蜂窝结构蒙皮" 英文翻译 :    honeycomb skin
• "薄蒙皮结构" 英文翻译 :    light-skinned construction; light-skinned structure
• "蒙皮结构" 英文翻译 :    stressed-skin construction
• "承力蒙皮结构" 英文翻译 :    stressed-skin structure
• "蒙皮胶合结构" 英文翻译 :    construction; skin-bonded
• "蒙皮桁条结构" 英文翻译 :    construction; skin-stringer; sheet-stringer construction; skin-stringer construction
• "双层蒙皮结构" 英文翻译 :    double skinned construction; double-skin structure
• "承（应）力蒙皮结构" 英文翻译 :    construction; stressed-skin
• "蒙皮受力式结构" 英文翻译 :    stressed skin construction; stressed-skin construction
• "蒙皮" 英文翻译 :    envelope; covering; [航空] skin; thin-gauge skin
• "薄蒙皮" 英文翻译 :    light skin; thin skin
• "布蒙皮" 英文翻译 :    fabric envelope
• "层蒙皮" 英文翻译 :    plywood covering
• "厚蒙皮" 英文翻译 :    heavy skin
• "蒙皮孔" 英文翻译 :    flush hole
• "蒙皮条" 英文翻译 :    cover strip
• "蒙皮耶" 英文翻译 :    monpier; montpied
• "内蒙皮" 英文翻译 :    inner covering; inner skin
• "平蒙皮" 英文翻译 :    flat skin
• "软蒙皮" 英文翻译 :    soft skin
• "外蒙皮" 英文翻译 :    outer covering; outer skin; upper skin; wrapped skin

• Based on the former overseas and domestic study on the sheeting diaphragms effect of fender structure , the " rib - diaphragm " shear model is applied to multi - story steel structure according to its character in this paper , and the result is satisfactory
  本文结合国内外对钢结构围护结构蒙皮效应的研究，针对多层钢结构侧移的特点，将“肋-板”结构的抗剪单元应用在多层钢结构的框架当中，取得了很好的效果。
• In the formula , our experience in structural strength design and the experimental results are considered . and such factors are also considered as differences in materials of the skin and the reinforcer , effects of bending , torsion , stretching and offcenter of the reinforcer . furthermore , through post - buckling stress analysis of the skin , it is shown that even low stress level will result in buckling of the skin , but the skin still has loading capacity
  在总结过去结构强度设计和试验分析的基础上,应用扁壳理论,在广义力与广义应变关系中考虑了蒙皮与加筋不同材料以及加筋的弯曲、扭转、伸缩和偏心等的影响,推导出适合于工程应用的加筋壳结构轴压屈曲临界载荷的计算方法;并通过对薄壁结构蒙皮后屈曲应力分析,说明蒙皮在很低的应力水平时就出现失稳现象,但失稳后的蒙皮仍具有一定的承载能力。