钢柱脚的英文

• steel columnbase
• steel fiber reinforced concrete structure

• "钢"英文翻译    sharpen; strop; whet
• "柱脚"英文翻译    shoe; stylopodium; zocle; zo ...
• "钢柱" 英文翻译 :    piling bar; pilingbar; steel column; steel shoring column; steel stanchion
• "柱脚" 英文翻译 :    shoe; stylopodium; zocle; zoccolo; stand; heel; foot stall; alligator jaw◇柱脚石 base block
• "槽钢柱" 英文翻译 :    steel channel column
• "角钢柱" 英文翻译 :    column of angles
• "基跟；柱脚" 英文翻译 :    heel
• "铰柱脚" 英文翻译 :    hinge pedestal
• "首柱脚" 英文翻译 :    stem foot
• "台石, 柱脚" 英文翻译 :    socle
• "支柱脚" 英文翻译 :    prop base
• "柱脚跟" 英文翻译 :    heels slab
• "柱脚石" 英文翻译 :    base block
• "h型钢柱" 英文翻译 :    h pile; h-pile
• "z形钢柱" 英文翻译 :    zed bar column
• "分离式钢柱" 英文翻译 :    separated steel column
• "钢柱保护" 英文翻译 :    steel column protection
• "钢柱分肢" 英文翻译 :    steel column component; steel columnbase
• "格构式钢柱" 英文翻译 :    built-usteel column; laced of battened compression member; lacing and batten elements
• "工字钢柱" 英文翻译 :    steel i-column
• "实腹式钢柱" 英文翻译 :    solid-web steel column; solid―web steel column
• "实心钢柱" 英文翻译 :    solid iron pillar
• "双肢钢柱" 英文翻译 :    battened steel column
• "箱形钢柱" 英文翻译 :    box-form steel column; boxed steel column
• "船首柱脚板" 英文翻译 :    forefoot plate

• The design of a practical project is based on the study of this thesis
  5 .提出了钢筋混凝土承台-钢柱脚组合部件的设计建议。
• The studies of the anchorage performances of steel column bases under uniaxial reversed loads are carried out through tests and theory
  为此本文进行了单向重复加载下的钢筋混凝土承台-钢柱脚试件锚固性能试验研究和理论分析。
• 4 ) a simplified mechanic model for calculated ultimate load is proposed . the calculated results correlate well with the results of experiment . 5 ) some design suggestions for similar structures
  4 .建立了钢筋混凝土承台-钢柱脚试件的简化承载力计算的桁架模型与计算公式,计算结果与实测结果符合较好。
• Because geometry size of steel column base of national stadium are big , whose stress state is complex , and similar experiments were few in the past at home and abroad
  国家体育场钢结构柱脚由于受力及几何尺寸均较大,构造及其受力较为复杂,现有规范对该钢柱脚的计算假定与设计方法很难适用,以往国内外类似的试验也很少。
• 3 ) a study is carried out to understand the changing rule of ultimate load and stiffness with the different reinforcement ratio of anti - punching shear bar . the increasing speed of the ultimate load is slower than that of the reinforcement ratio is indicated
  3 .对不同抗拔钢筋配筋率的钢筋混凝土承台-钢柱脚抗拔极限承载力和刚度变化规律进行了计算分析,发现了随着承台中抗拔钢筋配筋率的提高,其承载力提高的比例逐步减小的规律。
• One specimen is fitted up with anti - punching shear bars and the other is not . 2 ) the elastic - plastic analyses of two experimental elements under uniaxial reversed loads are made by ansys ( a finite element analysis program ) and the results of analysis match the experimental results very well
  2 .进行了钢筋混凝土承台-钢柱脚试件的弹塑性有限元建模,用ansys有限元程序对其进行了全过程弹塑性分析,计算结果与实测结果吻合较好。
• The idiographic contents are listed as follows : 1 ) through the tests of the anchorage performances of steel column bases of 1 / 5 scale under uniaxial reversed loads , the tested ultimate loads , ductility , stiffness and reasonable modes of reinforcement design of two specimens are presented in this thesis
  本文主要工作: 1 .进行了两个1 / 5缩尺的钢筋混凝土承台-钢柱脚试件单向重复加载下的锚固性能试验研究,对试件的锚固承载力、延性、刚度以及合理配筋型式等进行了研究。