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大跨结构的英文

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"大跨结构"怎么读用"大跨结构"造句

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  • large-span structures

例句与用法

  • Practical analysis of crosswind resonance on large - span structures with cables based on energy
    基于能量的大跨结构的旋涡脱落共振实用分析
  • Tube - plate - spherical joints is a special type of joint when gusset plate connections to slotted tubes is applying in large span structures
    管板球节点是管板节点应用于大跨结构的加强形式。
  • But stress and contexture of space structure are very complex . it is difficult that planners estimate practical internal force
    但是由于大跨结构的受力和构造均较复杂,设计人员很难准确估计各杆件和节点的实际内力值。
  • From the graph of time - history , it was known that the influence of phase difference was apparent , and should be calculated
    纵观时间位移历程图可以看到,相位差对该结构的影响是明显的,对这种大跨结构宜考虑相位差的影响。
  • Because of its special function the prestressed concrete shows the greatly advantages to resolve the lacking of stiffness of concrete beam , to nicely control the development of the cracks and deflection of beam and acquire bigger safety store in long span construction
    预应力结构因其特殊的性能能显著解决大跨结构中混凝土梁的刚度问题,很好地控制裂缝和挠度问题,并可获得较大的安全储备。
  • Although the steel production of our country is largest these years , the development of steel structure building lags behind ; second , it bears relation to the shortage of consciousness of steel structure building which is common in china ; however , in developed countries , steel has been the main building structure and used in high and super - high building , spacious building , larger number and area industry of non big scale , commodities , community etc . recently , we can always see the factory use the steel structure , but steel structure is not spread in residential . the article analyzed the characterize , apply , difficulty and prospect , demonstrated the advantages of steel structure system and its housing compared with the other structure housings , the necessity of spread the steel structure housing and its industrialization , and elucidated the task and developing direction we will face when our country develops the steel structure building and its housing industrialization in the future
    而在发达国家,钢结构已是主导的建筑结构,广泛应用于高层超高层建筑、大跨大空间建筑、量大而面广的中小型工业、商业、社区等建筑,住宅中也已逐步得到推广应用。近年来,我国在工业厂房、大跨结构采用钢结构已较常见,而在住宅中却未能得到推广。本文分析了国内外钢结构体系及其住宅的特点、应用、困难和发展前景,论证了钢结构住宅相对于其它结构住宅的优势,推广钢结构住宅及其产业化的必要性,并就我国今后发展钢结构住宅建筑及其产业化将面临的任务和发展方向进行了阐述。
  • With the tendency for the structures becoming larger and more complex than before , many new structures spring up in modern time . at the same time , there are various damage in many existing structures as they have been used for several decades needing to be surveyed and strengthened
    现代的许多土木结构正不断向大型化、复杂化方向发展,高层、大跨结构不断出现;同时,我国在役建筑物中有许多结构物存在着不同程度的损伤或结构已经进入服役后期,急需损伤鉴定与维修加固。
  • With the development of high - rise and long - span building , columns have to bear higher and higher axial load . based on the investigation to damage caused by earthquakes , people have realized the design of columns play a key role to prevent the collapse of building in strong earthquakes . to meet this need , the columns are required to have high strength as well as high ductility
    大量的震害表明,建筑物会否倒塌在很大程度上取决于柱的设计,特别是随着高层建筑和大跨结构的发展,柱的轴力越来越大,柱不但需要很高的承载力而且需要较好的延性以防止建筑在大震情况下倒塌。
  • For verifying the level of design about space structure and investigating the law of difference between practical internal force and internal force of design about member and nodal point , controlling the stress correctly and achieving optimum design . it is important that we investigate a new stress detecting technology which is easy used and has aptitude function for detect the internal force of long - span space structure . this topic take it as background
    因此,为了检验大跨结构的设计水平,进行在役结构的可靠性评定,研究这类结构各杆件及节点的设计内力与实际值之间的变化规律,从而对其进行较为准确的控制并进行优化设计,寻找一种新的便于携带、使用可靠且具有一定智能功能的应力检测系统,用于测试大跨结构杆件及节点的实际内力就显得尤为重要,并且也具有很强的开发和应用前景。
  • In the light of the deficiency of the routine calculating method in the application of multi - curve style prestress steel bar in the large span structures , an applied program is written to calculate the loss of the prestress . fem is used to calculating the concrete stress of the frame beam under prestress load , in the process of which , many successful improvements have been made in the element division , load application and the treatment of the support restraint
    针对常规计算方法在大跨结构中预应力筋多波曲线配置应用中的不足,编制了计算预应力损失的应用程序;用fem计算了框架梁在预应力载荷作用下的混凝土应力,其间在单元划分、载荷施加及支座约束处理上有成功的改进。
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