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桁式的英文

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"桁式"怎么读用"桁式"造句

英文翻译手机手机版

  • t-shaped truss rigid frame bridge

例句与用法

  • Trussed steel joist
    桁式钢质栏栅
  • The cable - supported concrete - filled steel tube arch bridge is a new bridge type developed on the basis of the truss type hybrid arch bridge by combining various techniques and making full advantages of the concrete - filled steel tube arch bridge , truss arch bridge and cable - stayed bridge
    摘要钢管混凝土拉索拱桥是在“桁式组合拱桥”的基础上将钢管混凝土拱桥、桁架拱桥、斜拉桥的技术特点综合起来,扬长避短,而构思出的一种新桥型。
  • To investigate the practical stability performance of this bridge , a model test is carried out . the test model actually simulates nan pu bridge based on similarity criterion . the model test reveals that the stability factors is more than 2 . 0 , so the stability and strength of this bridge have been verified to be met with
    该模型试验首创了“杆对杆”刚度等效法,应用于钢管混凝土桁架拱桥的模型设计和制作中,其研究成果对南浦大桥实桥的施工以及竣工后的运行有重要的应用价值,并对今后钢管混凝土桁式拱桥的试验研究、设计、施工具有重要的指导意义。
  • It is found in the comparison of the structure with only the concrete arch and steel truss arch , the structure of the steel and concrete composite truss arch has certain advantages in aspects of its structural performance , economy and the structure is a one that deserves research in a further way
    最后以克罗地亚新建的克尔卡桥为原型,提出了钢混凝土组合桁式拱新型结构,在与混凝土拱和钢桁拱的比较中可以发现,钢混凝土组合桁式拱在结构性能、经济性能上具有一定的优越性,值得进一步的研究。
  • In order to study the practical stability performance of chunan nanpu bridge , a total bridge model test was carried through . the design method of " spar to spar " modeling method was firstly introduced in this test . the test results are significant for construction and management of chunan nanpu bridge ; excessively , the test results are significant for design and construction of large span cfst arch bridge also
    该模型试验首创了“杆对杆”刚度等效法,应用于钢管混凝土桁架拱桥的模型设计和制作中,其研究成果对南浦大桥实桥的施工以及竣工后的运行有重要的应用价值,并对今后钢管混凝土桁式拱桥的试验研究(特别是模型制作) 、设计、施工具有重要的指导意义。
  • And the basal laws of these changes are also summed up in the paper . in the paper , rectangle concrete cross section with steel band to replace approximatively the mutil - limb steel tubular truss section is brought up to calculate and check calculation in the cfst arch bridge . the method has been verified partially by the procedure algor93 and can be applied in actual engineering
    本文提出在钢管混凝土拱桥的内力计算及设计验算时,可用带有钢带的矩形混凝土截面近似代替多肢桁式钢管混凝土拱截面,并通过algor93程序进行计算分析,在部分方面验证了这种近似替代的可行性,为实际工程设计中计算多肢桁式钢管混凝土拱桥提供了一种可行的计算模式。
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