细长柱的英文

• slender column

• "细长"英文翻译    tall and slender; tenuous; l ...
• "高细长柱" 英文翻译 :    tall slender column; tallslendercolumn
• "长柱" 英文翻译 :    [建筑] long column◇长柱弯曲 buckling of long column
• "细长" 英文翻译 :    tall and slender; tenuous; long and thin 细长的身材 a tall and slender figure
• "长柱报" 英文翻译 :    lanza
• "刘长柱" 英文翻译 :    liu changzhu
• "长柱开采法" 英文翻译 :    long-pillar system
• "长柱茅膏菜" 英文翻译 :    drosera oblanceolata
• "长柱强度" 英文翻译 :    stress in long column
• "长柱沙参" 英文翻译 :    adenophora stenanthina
• "长柱试验机" 英文翻译 :    long column testing machine
• "长柱弯曲" 英文翻译 :    buckling of long column
• "长柱状习性" 英文翻译 :    long columnar habitus
• "无限长柱体" 英文翻译 :    infinite cylinder
• "斜方长柱" 英文翻译 :    rhombic macro-prism
• "变细长" 英文翻译 :    spindle
• "使细长" 英文翻译 :    slenderize
• "细长棒" 英文翻译 :    rod
• "细长比" 英文翻译 :    ratio of similitude; ratio of slenderness; slender proportion; slender ratio; slenderne ratio; slenderness coefficient; slenderness ratio
• "细长刀" 英文翻译 :    bistoury
• "细长的" 英文翻译 :    elongate; gracile; lathy; slab-sided; slender; slima; spindling; spindly; threadlike; vimineous
• "细长地" 英文翻译 :    gauntly; slenderly
• "细长度" 英文翻译 :    slenderness
• "细长管" 英文翻译 :    slimline
• "细长口" 英文翻译 :    rima

• Nonlinear analysis of prestressed concrete slender columns with arbitrary cross - section
  任意截面预应力混凝土细长柱的非线性分析
• Bp neural network application on carrying capacity calculation of reinforced concrete slender column
  网络在钢筋混凝土细长柱承载力计算中应用
• Due to the high floor height ( h = 8m ) of chongqing grand theater , it leads to slender column , the slenderness of which is great
  由于该大剧院一、二层的层高较高( h = 8m ) ,形成了长细比较大的细长柱。
• For this matter , the owner of this project hope validate the safety of this project by structural experiment , confirm the failure mode of these columns , and degree of the effect to the bearing capacity of longitudinal rebar , provide reference for the design of these slender columns
  为此,希望通过结构试验加以验证,明确细长柱可能发生的破坏形态以及柱破坏时柱内纵筋发挥在强度的程度,为柱的设计提供参考,以确保工程的安全性。
• Based on the analytical result , the axial force is large and the moment is negligible , whether the failure mode of these columns is unstable failure - if unstable failure happens , the bearing capacity of these columns may be less than that of material failure , the safety of this project may not be guaranteed
  根据本工程内力分析结果,柱轴力很大,弯矩极小,该细长柱是否会发生失稳破坏?如果发生失稳破坏,其承载能力将会低于按规范计算的材料破坏承载力,则工程的安全性将得不到保证。
• Guarantee the safety of this project . this experiment focus on the failure mode and the ultimate bearing capacity of these columns . besides , this experiment also study the rule of the development of the deflection , the crack , the strain and the stress with the process of this experiment .
  通过此次试验重点研究重庆大剧院纵向框架细长柱的破坏形态(是强度破坏还是失稳破坏)和极限承载能力,同时研究构件的变形、裂缝、应力应变随加载的发展变化规律及其破坏过程,为本工程及今后此类细长柱结构体系的设计提出一些有益的建议。