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   框架混凝土 在 建筑科学与工程 分类中 的翻译结果: 查询用时:0.102秒
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框架混凝土
相关语句
  frame concrete
    Study on Coordinating Torsion Design of Frame Concrete Sidebeam
    框架混凝土边梁协调扭转设计的探讨
短句来源
    As for the quality accident of a building's frame concrete,the method of wet-type external wrapping section steel was put to use. Through the calculation of reinforcement design and analysis of the structure,the author proves the practicability design and points out the notable problems in construction.
    针对某大楼框架混凝土质量问题 ,采用了湿式外包钢的加固处理方法 ,通过详细的加固设计计算和构造分析 ,论证了其可行性设计 ,指出了加固施工过程应注意的有关问题
短句来源
  frame prestressed concrete
    THE REINFORCEMENT FOR A BUILDING'S FRAME PRESTRESSED CONCRETE
    某大楼框架混凝土质量问题的补强加固
短句来源
  frame prestressed concrete
    THE REINFORCEMENT FOR A BUILDING'S FRAME PRESTRESSED CONCRETE
    某大楼框架混凝土质量问题的补强加固
短句来源
  “框架混凝土”译为未确定词的双语例句
    To construct reinforce concrete frame
    框架混凝土补强加固施工
短句来源
    Application of Seismic Isolation Technique in the Small-sized Concrete Block Buildings withFrames in the First Story
    隔震技术在底层框架混凝土小型砌块建筑中的应用
短句来源
    The research of the paper could be the references for other designer to considerthe effect of the sub-internal force into the real design works. In fact, the newconstruction scheme of pre-stressed concrete frame beam has the great economicvalue and more advantage in the real engineering projects.
    本文的研究内容可以作为该领域工作者的参考资料,研究成果能够有效的推进预应力框架混凝土设计中次内力的运用,提出了一个很有发展前景的次内力计算方法,并且提出预应力框架梁中预应力钢筋施工的新方案,最后系统的论证了新的次内力计算方法的优越性及其巨大的经济价值。
短句来源
    The six mid-rise shear walls include a shear wall with steel frame, a shear wall with steel truss, a shear wall with steel frame-steel bar truss, a shear wall with steel bar truss, a shear wall with steel-steel bar truss and a usual one.
    6个试件包括1个普通混凝土中高剪力墙、1个内藏钢框架混凝土中高剪力墙、1个内藏钢筋桁架混凝土中高剪力墙、1个内藏钢框架-钢筋桁架混凝土中高剪力墙、1个内藏钢桁架混凝土中高剪力墙及1个内藏钢-钢筋组合桁架混凝土中高剪力墙。
短句来源
    The seven specimens include a usual low-rise shear wall,a low-rise shear wall with steel frame, a low-rise shear wall with steel truss, a low-rise shear wall with steel frame-steel bar truss, a low-rise shear wall with steel bar truss, a low-rise shear wall with steel-steel bar truss and a steel truss.
    7个试件包括1个普通混凝土低剪力墙、1个内藏钢框架混凝土低剪力墙、1个内藏钢筋桁架混凝土低剪力墙、1个内藏钢框架-钢筋桁架混凝土低剪力墙、1个内藏钢桁架混凝土低剪力墙,1个内藏钢-钢筋组合桁架混凝土低剪力墙和1个纯钢桁架试件。
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  frame concrete
TIie new 550 m metal frame concrete-floored building is capable of housing 1600 hatchlings.
      


Three models of different structural wall systems, namely: reinforced concrete shear walls, reinforced concrete frames with masonry infills and steel frames with concrete infills, were subjected to simulated earthquake tests. The three models tested were 1/3 scale models of typical units of four storey walls having the same overall dimensions and were designed to have approximately the same static strength. They were each subjected to a sequence of simulated earthquakes of progressively increasing amplitude...

Three models of different structural wall systems, namely: reinforced concrete shear walls, reinforced concrete frames with masonry infills and steel frames with concrete infills, were subjected to simulated earthquake tests. The three models tested were 1/3 scale models of typical units of four storey walls having the same overall dimensions and were designed to have approximately the same static strength. They were each subjected to a sequence of simulated earthquakes of progressively increasing amplitude until ultimate failure on a 5m×5m hydraulically actuated shake table. During the tests, the acceleration,displacement and strain responses of the models at different states were measured. The models were also subjected to small amplitude vibration tests to determine their dynamic properties and the corresponding changes at vaious states. Based on the test results, the seismic behaviour, fisilure mechanisms and seismic resistances of the different structural systems are studied and compared.

对三种结构体系的模型,即钢筋混凝土剪力培结构、钢筋混凝土框架砖填充壤结构和钢框架混凝土填充墙结构模型,进行了地震模拟振动台试验研究.三种结构的模型均为4层,1/3几何比例,整体尺寸相同,按静力等强度原则进行设计。利用5m×5m液压振动台逐渐增大输入地震的峰值加速度直至模型破坏,在试验过程中测量并比较三种模型在弹性和开裂等状态时加速度、位移、应变的反应情况,并用微幅激振测定模型在相应状态下动力特性的变化,从而综合比较和研究它们的地震反应、破坏机理和抗震能力。

Some issues on "steel frame-reinforced concrete perforated core wall structure" are introduced in this papter. The present development,the advantage,and the disadvantage of the structure are also discussed there.

本文对我国目前超高层建筑中常采用的外钢框架———混凝土核心筒结构作了初步讨论 ,介绍了该结构形式在我国运用的现状、地位 ,它的优势以及存在的一些问题。

For the supertall building, when some strengthened storeys are set to the steel frame core wall structure, the variation of the internal force of the structure and the antiseismic propenty are studied by FEA and the comparison of different arrangement of structure.

对带有若干水平加强层的钢框架—混凝土核心筒超高层结构进行三维有限元内力、动力计算分析 ,并对不同结构布置进行比较 ,总结出此类超高层结构在设置了加强层后结构内力的一些变化规律及抗震性能。

 
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