大悬的英文

• okake

• "大"英文翻译    big; large
• "悬"英文翻译    hang; suspend
• "光杆最大悬重" 英文翻译 :    peak polished rod load
• "塔斯马尼亚西南部大悬崖" 英文翻译 :    precipitous bluff
• "塔斯马尼严西南部大悬崖" 英文翻译 :    precipitous bluff
• "大旋鞭转" 英文翻译 :    grand fouett en tournant
• "大宣企业股份有限公司" 英文翻译 :    yus enterprise corp
• "大旋风" 英文翻译 :    hurricane; strong whirl; whirlwind
• "大宣传" 英文翻译 :    drive
• "大旋回" 英文翻译 :    macrocycle
• "大宣" 英文翻译 :    daxuan
• "大旋脊" 英文翻译 :    montiparus
• "大轩" 英文翻译 :    oba; onoki
• "大旋流" 英文翻译 :    maelstrom
• "大畜卦第二十六" 英文翻译 :    daxu（thegreattamingforce）

• Analysis of shear lag effect of great cantilever steel box beam
  大悬臂钢脊骨梁结构模型剪力滞效应探讨
• A mechanical behaviors analysis of large - cantilever structure foundation in light rail station under loading
  轻轨车站大悬臂结构基础在荷载作用下受力性能分析
• Accordingly some available conclusions are obtained in the aspect of analysis and design of the large span and large cantilever structures
  同时本文也在分析与设计大跨度、大悬臂等复杂结构方面得出了有指导价值的成果。
• ( 2 ) based on the existing theory of lateral load distribution rule , and combined the structure characteristic of pre - stressed lager cantilever composite beam with corrugated steel webs , this thesis proposed the modified rigid beam method . taking this method , it is facilitated to compute the lateral load distribution factor of bearing composite cantilever beam with variable - stiffness under the load in arbitrarily position
  ( 2 )以现有的横向分布理论为基础,结合大悬臂波形钢腹板组合挑梁的结构特点,提出了修正刚接梁法的计算方法,能够方便地计算变刚度悬臂组合梁任意点位的横向分布系数。
• In this thesis , the new structure of pre - stressed cantilever composite beam with corrugated steel webs on steel - concrete composite spine girder was brought forward for the first time , a series of experimental researches and theoretical analyses relating to this new structure are conducted , including load transverse distribution rule , shrinkage and creep effect , temperature difference effect , and ultimate bearing capacity
  本文提出大悬臂预应力波形钢腹板挑梁这一新的构造形式,对其横向分布规律、收缩徐变、温差效应以及承载能力等方面的受力特征进行了分析和试验研究。
• In a big cantilever overhung structure , unbonded prestressing concrete technology can increase the stiffness of reinforced concrete brace , decreases the de - formation , cut down the column section area , save the cost , solve the difficult problems during the process of design and construction and also enlarge the range of unbonded prestressing concrete technology
  摘要在大悬臂悬挑结构中，利用无粘结预应力施工技术，提高钢筋砼支撑的刚度，减小变形，减小柱截面面积，节约造价，解决了设计、施工中的难题，扩大了无粘结预应力技术的应用范围。