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施工荷载的英文

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"施工荷载"怎么读用"施工荷载"造句

英文翻译手机手机版

  • construction loads; working load
  • site load

例句与用法

  • Construction loads ; working load
    施工荷载
  • The emulation analysis of high building by using space structure model possessing conversion layers under constructing loads
    含转换层高层建筑施工荷载仿真分析
  • So , the actual state of concrete filled steel tube on load is always that there is pre - stress in steel tube . these members are susceptible to the effects of pre - stress in the steel tube due to construction load
    因此,就出现了在钢管和混凝土共同受荷前,空钢管就预先承受纵向压力(包括自重、施工荷载等) ,在钢管中产生了初应力。
  • Finally , theory analysis was conducted about the characteristics of three common construction loads , which are loads of self - dumping truck , tire roller and vibratory roller , and mechanical calculation models were established for three loads
    最后,通过对自卸式运料车、轮胎压路机和振动压路机等三种常见施工荷载特性进行理论分析,建立了三种荷载的力学计算模型。
  • On basis of this , mechanical responses of pavement structures under construction loads were analyzed , taking different construction phases of an asphalt pavement and different ages of pavment material into account . the ultimate bearing capacity was analyzed according to
    在此基础上,分析了不同施工阶段、路面材料不同养生龄期时,沥青路面结构在施工荷载下的力学响应,得出了路面结构在相应条件下的极限承载力,据此提出了合理的施工控制要求和建议。
  • This thesis mainly researches second - prestressing precast slabs , it is important to study its one - way slab floor ' s ability in use . specific content include : imitate construction load lab , through this method to analyze the precast slabs " properties in the first stage in burden load . one - way precast slabs " lab , analyes one - way precast slabs sandwich s ability in second burden load stage
    具体的研究内容有:模拟施工荷载试验,即对装配整式夹层板第一受力阶段进行研究;单向装配整体式结构的第二受力阶段的性能进行研究,并分析了二次张拉预应力筋所引起的结构的变形和应变与计算结果进行对比。
  • Firstly , for the system of moulding board and support frame in construction the side pressure and screws are analyzed . the material and structure form of support frame are discussed . the design of support frame uses the method of limited state , and also it analyses the integer stability , part stability , and single stability , and then proposes the load analysis of multi - level support frame
    首先,针对转换层梁模体系及支撑架施工,重点分析了转换层结构现浇混凝土对模板侧压力值及模板对拉螺杆的计算;讨论了转换层支撑体系的形式及构造,详细论述了基于极限状态设计的支撑架计算方法,包括纵横向水平杆的强度验算、立杆的整体稳定性、局部稳定性、单肢杆件稳定性等验算,并提出了多层支撑架的施工荷载计算方法。
  • In staged construction process , study is primarily aimed at the truss load resistance capacity and flexural performance under construction and design load , combination performances of steel trusses in conjunction with concrete beam , the vertical displacement difference of two steel trusses with different span and their lateral stability , the glide displacement of the steel truss end during construction , the load resistance performance of steel trusses and concrete structure at the designed load , and the extreme limit loads and the breaking appearance of the combined steel trusses
    主要研究了在阶段施工过程中,钢桁架在施工荷载及设计荷载下的受力性能和变形能力;钢桁架与混凝土梁板的共同工作性能;两榀不等跨钢桁架在整体受力下的竖向位移差及其对结构的作用和侧向稳定性;钢桁架端部在施工阶段的滑动情况;使用阶段钢桁架及其端部混凝土结构的受力性能;组合钢桁架结构的极限承载力和破坏形态。
  • 2 . the random nature of load construction is analyzed . according to analyze various factors on change of reliability index , casting girder 、 construction live load 、 concrete intensity 、 wind load 、 construction distribution load deviation and basket falling , which influence on construction reliability of rigid frame bridge with high - pier and large - span , are obtained
    2 .研究了各施工荷载的随机性,通过分析各种影响因素对可靠指标的变化程度,得到已浇梁段、施工分布活载、混凝土强度、风载和施工荷载偏差以及挂篮跌落等对高墩大跨刚构桥施工期可靠度的影响。
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