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   抗冲切 的翻译结果: 查询用时:0.017秒
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抗冲切     
相关语句
  anti-shear
     Taking the design of prestressed concrete slab-column structure in basement as example,from the selection of calculation model,the influences of secondary moment on component,checking computation of anti-shear characteristics of joint,control of cracks and flexibility and other aspects detail introduction is made in order to improve design level of prestressed concrete slab-column structure.
     就地下室预应力板柱结构设计中需要考虑的计算模型的选取,次弯矩对构件的影响,板柱节点抗冲切验算,裂缝与挠度的控制以及主要构造要求等问题进行了分析和阐述,以提高预应力板柱结构设计的水平。
短句来源
  resisting punching shear
     This paper studies the formula to calculate height, which provides the bearing capacity of resisting punching shear, of independent foundation directly. A brief method to determine the height of independent foundation is put forward.
     推导了直接计算柱下独立基础满足抗冲切承载力的基础高度的公式,提出了确定基础高度的简单方法.
短句来源
  “抗冲切”译为未确定词的双语例句
     Analysis and Research of Punching Shear Resistance Coefficient of Concrete and Reinforcement
     混凝土和钢筋抗冲切抗力系数的分析与研究
短句来源
     Eurocode 2 Design Method or Punching Shear in Concrete Slabs
     欧洲规范EC2抗冲切设计方法评介
短句来源
     An experiment study on the behavior of reinforced concrete slabs retrofitted with carbon fiber reinforced polymer (CFRP) plates for punching is performed in the paper.
     为提高钢筋混凝土板的抗冲切承载力,可在板冲切负弯矩区采用粘贴高性能碳纤维复合材料(Carbon Fiber Reinforced Polymer,简称CFRP)的方法予以补强。
     Various parameters and relation between cap height and the reinforcement are oftained from calculation and analysis of cap punching resistance, shearing and bending resistance with 3-9 piles under the cap.
     依据《钢筋砼承台设计规程(CECS88 :97)》,编制了程序。 对承台下布置3 ~9 桩,受柱轴向力作用,抗冲切、抗剪、抗弯承载力计算分析,得出设计的各项参数与承台高度、配筋之间的影响关系。
短句来源
     Failure cone model on punching shear strength of prestressed slab-column connections
     预应力板柱节点抗冲切强度的脱离体模型
短句来源
更多       
  相似匹配句对
     Intervention with anti-H.
     H.
短句来源
     Anti-H.
     H .
短句来源
     Punching Shear of Concrete Slabs With Shear Reinforcement
     配剪钢筋混凝土板的冲切
短句来源
     Progress in Research on Punching Shear Reinforcement in Concrete Slabs
     混凝土板冲切配筋研究进展
短句来源
     Tube Punching Technology
     管材的冲切加工
短句来源
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  anti-shear
EXU-DRY is a one piece anti-shear wound dressing with a highly absorbent inner layer.
      


This paper reporis the expermental results obtained from 33 reinforced concrete square slabs without shear reinforcement,which are simply supported at the edges and loaded through a centrally located column stub。The analyses of these results are made。The characteristics of the flexural or punching failure happened on she specimen are described.An empirical formula is suggested,which is in conformity with the test results。

本文报道了33块局部荷载(即柱荷载)作用下无抗冲切钢筋的钢筋混凝土简支方板的试验及分析。它描述了试件上发生的弯曲破坏或冲切破坏的不同破坏特征,提出了与试验结果吻合较好的经验计算公式。

The test results of 159 specimens of reinforced concrete slabs, both with or without shear reinforcement, and footings are presented.The patterns of failure and the behavior of the specimens subjected to increasing loading are described and the main influencing factors are discussed. A proposed method of calculating punching strength of such elements are put forward and the calculation results agree well with the test results reported at home and abroad.

本文概述了159块钢筋砼板(配置或不配置抗冲切钢筋)及基础的冲切试验结果,阐述了板和基础的破坏形态和特征,讨论了影响冲切强度的主要因素,并提出了这类构件冲切强度的计算方法。按此方法计算所得值与国内外试验结果的符合程度较好。

By comparison tests between the slab-column connections with and without shear reinforcement, this paper shows that the slabs with shear reinforcement can not only increase the punching strength, but also improve the ductility of the slab-column connection. This paper also describes the failure patterns and the properties of the slabs with sheer reinforcement and discusses the influence of various factors, such as stirrup ratio, on the punching strength. A method is then proposed for calculating the punching...

By comparison tests between the slab-column connections with and without shear reinforcement, this paper shows that the slabs with shear reinforcement can not only increase the punching strength, but also improve the ductility of the slab-column connection. This paper also describes the failure patterns and the properties of the slabs with sheer reinforcement and discusses the influence of various factors, such as stirrup ratio, on the punching strength. A method is then proposed for calculating the punching strength of this kind of members. The calculated results obtained agree well with the experimental data reported both at home and abroad.

本文通过配置和不配置抗冲切钢筋的混凝土板柱连接对比试验,表明配置抗冲切钢筋的板既能提高冲切强度,又能改善板柱连接的延性.本文描述了配置抗冲切钢筋板的破坏形态和特征,讨论了不同配箍率等因素对冲切强度的影响,并提出了这类构件的冲切强度计算方法.用本文提出的方法进行计算,其结果与国内外报导的试验结果相比误差极微.

 
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