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steel I-beam是什么意思

中文翻译窄缘工字钢梁

网络释义

1)steel I-beam,窄缘工字钢梁2)I-beam,窄缘工字梁3)I-bar,窄缘工字钢4)I-girder,窄缘工字纵梁5)Bethlehem beam,宽缘工字钢梁6)deep flexible I-beam,挠性加强窄缘工字梁

用法例句

    deep flexible I-beam

    挠性加强窄缘工字梁

    A steel joist or girder with short flanges and a cross section formed like the letter I.

    I形金属横梁,工字梁由短翼缘和一个十字部分做成象字母I的钢制托梁或主梁

    Static Behavior of a New Type of I-Beam with a Rectangular Tube Top Flange

    上翼缘为矩形管的新型工字形梁静力性能分析

    Elastic Buckling of Web Plates in I-girders under Combined Stresses Considering of the Restriction from the Flange to the Web;

    考虑翼缘约束作用的工字梁腹板在复合应力作用下的弹性屈曲

    Experimental Reasearch on Static Behavior of I-Beam with a Rectangular Steel Tube Top Flange

    上翼缘为矩形钢管的工字形梁静力性能的实验研究

    Experimental Reasearch on Static Behavior of I-Beam with a Rectangular Concrete-Filled Tube Top Flange

    上翼缘为矩形钢管混凝土的工字形梁静力性能的实验研究

    Significance of the Density Control of PF Bonded Poplar LVL Used for Flange of Wood I-joist

    木质工字梁翼缘用杨木-酚醛树脂LVL密度的控制意义

    steel I-Beam Bridge with reinforced concrete deck

    工字钢梁混凝土面桥

    The main girders support I-section transverse ribs.

    主梁支承着工字梁的横向肋。

    Construction Method of Post-pouring Flange Plate of Simple Box Girder in Passenger Dedicated Line

    客运专线简支箱梁后浇翼缘板施工工法

    Designing basis of the static bending performance of Wood I-Joist for flooring of wooden houses

    木结构楼板托梁用木质工字梁静曲性能的设计

    SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS

    区别处理H型钢梁与工字钢梁稳定性条件

    The initial retrofit consisted of removing the gaps between the stringer flange and floor beam by providing shims.

    最初的修复工作是通过垫片来消除纵梁翼缘和横梁之间的间隙。

    LATERAL STABILITY BEHAVIOR OF LIPPED H-SECTION BEAMS SUBJECTED TO MOMENTS

    卷边翼缘工形截面梁的稳定性能及设计方法

    universal mill beam

    万能轧机轧出的工字钢梁

    FE Analysis of Welded Steel Beam Strengthened by CFRP

    CFRP加固焊接工字钢梁的有限元分析

    ELASTIC SHEAR BUCKLING OF WEB PLATES IN TAPERED I-GIRDERS

    楔形工字梁腹板的弹性剪切屈曲分析

    Lateral Buckling of Web-Tapered I-Beams:A New Theory

    工字形截面楔形梁的侧向屈曲:新理论

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