t形截面的英文

• t-section

• "t"英文翻译    中世纪罗马数字的160。
• "形"英文翻译    form; shape
• "截面"英文翻译    section; cross section; cros ...
• "h形截面" 英文翻译 :    h section
• "l形截面" 英文翻译 :    l shaped section; l-shaped section
• "蚕茧形截面" 英文翻译 :    cocoon cross section
• "槽形截面" 英文翻译 :    cha elsection; channel section; channel-section; fluted section; trough section; troughsection
• "蛋形截面" 英文翻译 :    egg shaped section; oval cross-section
• "滴形截面" 英文翻译 :    drop-shaped section
• "丁字形截面" 英文翻译 :    t-section
• "方形截面" 英文翻译 :    square cross section
• "工形截面" 英文翻译 :    i-section
• "工字形截面" 英文翻译 :    i-shaped cross-section
• "环形截面" 英文翻译 :    ring section
• "角形截面" 英文翻译 :    angle section
• "阶梯形截面" 英文翻译 :    stepped cross section
• "矩形截面" 英文翻译 :    rectangular tool blank
• "矩形截面梁" 英文翻译 :    rectangular beam; rectangular cross section beam; square spar
• "矩形截面线" 英文翻译 :    flat wire
• "框形截面" 英文翻译 :    circular bar
• "棱形截面" 英文翻译 :    double wedge section; double-wedge section
• "棱柱形截面" 英文翻译 :    prismatic section
• "菱形截面锉" 英文翻译 :    lozenge file
• "卵形截面" 英文翻译 :    egg-shaped cross section
• "帽形截面" 英文翻译 :    hat section

• The national steel structure design code ( gbj17 - 88 ) is not permitted the b / t exceed ( 10 + 0 . 1 ) 235 / fy . the width - thickness ratio of the web ( b / t for short ) exceed the limitation often
  钢结构设计规范( gbj17 - 88 )规定t形截面轴压构件腹板宽厚比不应超过( 10 + 0 . 1 ) ，按国家标准生产的t型钢的腹板宽厚比大多超过限值。
• The complete deformation process of a t - shaped column is then analyzed . the load - carrying and deformation behaviors and the main factors affecting these behaviors of such a column are studied in detail
  在此基础上，对一t形截面长柱的全过程进行了更为详尽的模拟计算，得到了组合长柱在偏心荷载作用下的受力和变形规律，并对影响这些规律的主要因素作了分析。
• This paper firstly deals with the t - section columns " elastic local buckling , elastic overall buckling and elastic interactive buckling . after these , we use the fem software ansys to do further research on t - section columns " inelastic local buckling , inelastic overall buckling and inelastic interactive buckling . the research is focused on the effect of local buckling on the load carrying capacity of overall buckling
  本文对t形截面的局部失稳和整体是首先进行了弹性情况下的进行了理论与ansys分析，然后用ansys对弹塑性情况下局部失稳，整体压弯失稳，整体弯曲与局部相互作用下的失稳进行了分析。
• In these paper we use the following rule to determine the width - to - thickness ratio : if the local buckling has visible effect on the overall buckling capacity , then this width - to thickness ratio should not be exceeded based on the resul ts obtained , we proposed a new formula for the limitation of the ratio of h / tw of the t - section columns " webs
  根据局部失稳对整体失稳不应该有显著影响的原则，最后得到t形截面压杆腹板的宽厚比限值计算公式。本文对规范修订和工程应用有一定的参考作用。