钢板梁的英文

• steel plate girder

• "钢板"英文翻译    steel plate; nickelclad stee ...
• "梁"英文翻译    beam
• "钢板梁桥" 英文翻译 :    steel plate girder bridge
• "板梁" 英文翻译 :    plate-girder◇板梁桥 [建筑] plate girder bridge
• "钢板" 英文翻译 :    [冶金学]1.(板状钢材) steel plate; nickelclad steel sheet; plate 薄钢板 steel sheet; sheet steel; 成型钢板 shaped steel plate; 锅炉钢板 boiler plate; 厚钢板 steel plate; 抗低温钢板 low temperature resistant steel plate; 网眼钢板 perforated plate; 造船钢板 ship plate2.(汽车上的片状弹簧) spring3.(誊写钢板的简称) stencil steel board
• "矮板梁" 英文翻译 :    pony girder
• "板梁桥" 英文翻译 :    plate girder bridge
• "薄板梁" 英文翻译 :    slab band; slab beam
• "地板梁" 英文翻译 :    floor beam; joist
• "叠板梁" 英文翻译 :    plated beam
• "钉板梁" 英文翻译 :    nailed plate girder
• "顶板梁" 英文翻译 :    roof bows
• "腹板梁" 英文翻译 :    plate web girder; plate-web girder
• "合板梁" 英文翻译 :    flitch beam
• "甲板梁" 英文翻译 :    deck beam; deck department; deck support
• "楼板梁" 英文翻译 :    floor beam; floor joist
• "木板梁" 英文翻译 :    timber plate girder; wooden plate girder; wooden plate-girder
• "双板梁" 英文翻译 :    double plate girder
• "贴板梁" 英文翻译 :    flitch plate girder; flitch-plate girder
• "铁板梁" 英文翻译 :    plate-girder
• "桁板梁" 英文翻译 :    flitch beam
• "【建筑】合板梁。" 英文翻译 :    flitched beam
• "板梁的腹板" 英文翻译 :    web
• "板梁护轨" 英文翻译 :    girder guard rail
• "板梁角材" 英文翻译 :    beam plate angle

• The influence upon the fatigue stress of longitudinal bracing rods due to the transverse vibration of steel bridges
  横向振动对钢板梁桥联结杆件疲劳应力的影响
• This thesis will emphasis research the technique of reinforcing experiment test on the top - bear type armor plate the beam , especially to the 40 - meter top - bear type armor plate beams of the big bridge of yellow river of zhengzhou
  本文重点研究上承式钢板梁特别对京广郑州黄河大桥40米上承式钢板梁的加固技术实验测试。
• With the actual locale incestigating , the actual locale testing and the theories analyzing of the reason of the diseases producing of the exceed limit of horizontal swing and steel pole ' s break , and summaried the reinforcing measure of the top bear armor plate beam
  通过对京广线郑州黄河大桥40米上承式钢板梁横向摆动严重超限及钢梁杆件断裂等情况的现场调查、现场测试和理论分析及病害原因产生的机理，总结提出了上承式钢板梁的加固措施。
• For do n ' t delive the horizontal power , connect method adopt the double hingle connect , and made both girder just to deliver the horizontal power each other , and vertical power can change position , this the problem that the top bear armor plate beam do n ' t accommodate the increasing in speed had been resolved radical
  为了不传递竖向力，连接方式采用双铰接，使两孔梁只能相互传递横向力，竖向可以变位，从而基本解决了上承式钢板梁不适应提速问题。
• Because of the original design standard was low , the horizontal angur rigidity is serious lack , when the high speed train passes , the exceed limit of the horizontal swing had affected the lifting of the main trunk line , these diseases had been existed earlier but had not been gotten to resolve radical , and along with the increasing in speed of railroad train , these diseases performance will be more seriously , it ' s time for resolve
  同时提速列车对桥梁结构的动力作用增大，特别是对上承式钢板梁。由于原设计标准低，横向刚度严重不足，高速列车通过时横向摆动严重超限等已严重影响了主要干线的提速，这些病害很早就存在但没有得到根治，随着列车提速，这些病害表现越来越严重，已到了必须整治的时候了。
• The authors describe the modelling of a railway steel truss bridge with long - span in order to analyse the detailed distribution of stress for members and nodal plates in main truss , the detailed deformation and stress distribution due to frame effect on transversal bracing plane in truss bridge , and the detailed distribution of stress in important parts of the steel plate girder bridge with initially transversal deformation by using sseb in this article
  本文建立大跨铁路钢桁梁桥和钢板梁桥全桥结构仿真分析数学模型，说明了钢桁梁桥杆件和节点板详细应力分布、平面框架详细变形与应力分布和有变形缺陷钢板梁桥重要部位应力的仿真分析结果等问题。
• Based on qualitative analysis and comparison of several options for suppressing transverse vibration on deck type steel plate girder of railway bridge , conclusions are made as follows : with static reinforcing , the vibration amplitude can be suppressed to some extent , but quasi - resonance of the bridge can not be avoided , moreover , the construction is inconvenient and costly . with option of two bridge connection , the effectiveness of vibration suppression is clear ( the damping ratio approaches 50 % ) and it is fairly economic and easy , however , the quasi - resonance of the bridge can not be avoided either . with dynamic option ( mtmd option ) , the quasi - resonance of the bridge can be effectively avoided ( the damping ratio is up to 51 . 38 % as tested in field ) , moreover , the construction cost is low , and the construction is simply and convenient
  通过对目前抑制铁路上承式钢板梁桥横向振动的几种方案进行定性的分析和比较，认为：静力加固方案可以使桥梁振幅有所减小，但不能避免准共振现象的发生，而且工程造价较高，施工也不方便；两桥连接方案减振效果明显(减振率近50 % ) ，比较经济也比较方便，但同样不能避免准共振现象的发生；动力减振方案( mtmd抑振方案)可以有效的抑制桥梁的准共振现象(现场试验中减振率达51 . 83 % ) ，而且工程造价较低，施工简单、方便。
• The reinforcing technique to connect both line regid do n ' t change the self - frquency of girder , but use the piece of rigid conjunction pole connect both juxtaposition girder together , under the together action of both girder , and increased the horizontal damp to realize the purpose of reduce flap
  对上、下行复线钢板梁采用双线刚性连接技术不改变钢梁的自振频率，而是采用刚性连接杆件将并行的两孔钢梁连接起来，通过两孔梁共同作用，加大梁体横向阻尼而达到横向减振目的。
• Therefore , the light steel portal frame system is compared comprehensively to the bent frame system of solid - web steel column and solid - web steel plate beam , the bent frame system of solid - web steel column and open - web steel pipe truss , as well as the system of rc column and open - web steel pipe truss
  因此对中小型单层厂房中实腹式钢柱加实腹式钢板梁排架体系，实腹式钢柱加空腹钢管桁架排架体系以及钢筋混凝土柱加空腹钢管桁架排架体系与轻钢门式刚架进行了综合比较。
• Based on a series of testing , examination , research and analysis conducted how to lift the speed on nanking section , jinhu road , we explore the possibilities of solving the obstacles of nanking segment of bridges for realizing railroad speed - lift soon due to its subframes and steel plate beams . we produced authentic and convincing data . 3
  通过对京沪线南京段部分桥梁为实现铁路提速而进行的一系列实验、检测、研究和分析，探讨了成为制约干线提速瓶颈的下承钢板梁及半穿式钢桁梁进一步提高运行车速的可能性，为此类结构的桥梁提速提供了可信的依据。