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code revision
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  规范修订
     Using the reliability thoery, this paper compares the setting-lever of the reliability of six kinds of basic elements from Chinese structural design code GBJ1089 and American structural design code ACI31899. Through calculating, analyzing and comparing, the specific data of them is got, which can give reference to the current China code revision. 
     利用可靠度基本理论,对中国《混凝土结构设计规范》(GBJ10 89)和美国《钢筋混凝土房屋建筑规范》(ACI318 99)中六种基本构件的可靠度设置水平进行了比较,基本摸清了中美混凝土结构设计规范的可靠度设置水平,获得了中美混凝土结构设计规范可靠度设置水平差异的定量数据,可供我国混凝土结构设计规范修订时参考。
短句来源
  修订规范
     The analysis shows that one-third power function of reinforcement ratio or ρ~(1/3) suggested by BS8110 and CEB90 is preferable compared with other forms, and thus provides a worthy reference for our code revision.
     分析结果表明,以英国BS8110及CEB90规范建议的ρ1/3描述配筋率对冲切抗力的影响较之其它形式更为合理,值得我国再次修订规范时参考.
短句来源
     In this article,the post buckling behaviour of web plates of box girders under different loading conditions is theoretically analyzed and on the basis of domestic and overseas design codes of steel structures,the corresponding simplified analysis methods are put forward for the engineering design or code revision.
     对箱形梁腹板在各种受力条件下的屈曲后性能进行了理论分析 ,同时在参考国内外钢结构设计规范的基础上 ,提出了相应的简化分析方法 ,供工程设计和修订规范时参考 .
短句来源
     The Data may be used as basis of Code revision.
     数据可作为修订规范的依据。
短句来源
     The simplified method can be conveniently applied to engineering practice and regarded as a reference for code revision.
     该方法可方便地用于实际工程 ,也可作为修订规范或规程时参考采用
短句来源
     The results obtained with the formulas are in good agreement with the test rusults,and can be used as a reference in engineering design and code revision.
     研究成果可供工程设计及修订规范参考。
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  “code revision”译为未确定词的双语例句
     Development Strategy of SCM in Villages and Suggestions for Mine Resource Code Revision
     乡镇小煤矿未来发展对策及修订《矿产资源法》的建议
短句来源
     The research results of this paper have important theory meaning and practical value on perfecting the structure aseismatic design theory of the building further, aseismatic design and code revision in the future
     建议仍引入等效质量系数ξ的概念,同时ξ应根据结构的不同层数分别取值,并给出了较为合理的ξ取值建议;
短句来源
     The scientific foundation is made for large-capacity lean coal boiler NOx emission code revision and large-capacity boiler optimization design and operation.
     为修改制定大型贫煤锅炉NOx排放标准及大型锅炉优化设计与运行提供了科学依据
短句来源
     On the basis of analysing the calculation method of normal section load-bearing capacity for the axial compressive RC members strengthened with increasing section method in current code. This paper analyses the main factors that affect the strength effective coefficient α in the calculation method. Some suggestions for code revision are given in this paper.
     在分析"规范"加大截面法加固钢筋混凝土轴心受压构件正截面承载力计算方法的基础上,研究了计算方法中强度利用系数α的主要影响因素,提出了修改建议。
短句来源
     The paper discusses the techniques and methods of code design based on the database in the openning of appl-ied software of Visual Foxpro6.0. It also introduces code design,code revision and the program of incident-driv-ing code .
     讨论了在VisualFoxpro6.0数据库应用软件开发中,基于数据库密码设计的技术和方法,以实例说明密码设计、修改的过程以及事件驱动的代码编写。
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  code revision
The code revision process was accelerated due to California's electric power crisis of 2000.
      
This Code revision has been undertaken following that review to clarify and provide certainty for all parties in the implementation of the Code.
      
On the flip side of these concerns, the Planning Department and DBI administer code-revision processes as well as the codes themselves.
      
In 1988, as part of the current code revision process.
      
In such cases, an exhaustive code revision should be done.
      
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By comparing the test results of masson pine specimens with or without knots subjected to flexural bending, the paper presents influence coefficients of natural defects of timber for bending strength and modulus of elasticity. The Data may be used as basis of Code revision.

本文通过对有节和无节受弯试件试验结果的比较,得到木材天然缺陷对抗弯强度和弹性模量的影响系数。数据可作为修订规范的依据。

hrough the test of 7 R. C. slabs of width-span ratios of l.0~1.37,the shear capacity of slabs without web reinforcement under concentrated loads acting on the center of width is studied.The failure mode and factors affecting the shear strength of the slabs are also analyzed.Furthermore,the limit state formulas are put forward for calculating the shear strength of slabs without web reinforcement.The results obtained with the formulas are in good agreement with the test rusults,and can be used as a reference in...

hrough the test of 7 R. C. slabs of width-span ratios of l.0~1.37,the shear capacity of slabs without web reinforcement under concentrated loads acting on the center of width is studied.The failure mode and factors affecting the shear strength of the slabs are also analyzed.Furthermore,the limit state formulas are put forward for calculating the shear strength of slabs without web reinforcement.The results obtained with the formulas are in good agreement with the test rusults,and can be used as a reference in engineering design and code revision.

通过7块宽跨比为1.0~1.37的钢筋混凝土板试验,研究了钢筋混凝土无腹筋板在中置集中荷载作用下的抗剪性能;对板的破坏形态及影响受剪承载力的因素进行了分析,提出了钢筋混凝土无腹筋板受剪极限承载力计算表达式,该式与试验结果较好符合。研究成果可供工程设计及修订规范参考。

This paper performed a flexural test of 6 full-scale continuous beams and 2 full-scale cantilever beams with development lengths of negative reinforcements in two batches. Through the precise measurement of strain distribution along the development lengths, the diagonal crack distribution and the requirement of bond anchorage effect by development reinforcements in batches with different relative lengths in the negative moment zone have been investigated. A determination method for development lengths of negative...

This paper performed a flexural test of 6 full-scale continuous beams and 2 full-scale cantilever beams with development lengths of negative reinforcements in two batches. Through the precise measurement of strain distribution along the development lengths, the diagonal crack distribution and the requirement of bond anchorage effect by development reinforcements in batches with different relative lengths in the negative moment zone have been investigated. A determination method for development lengths of negative reinforcements in batches is suggested on the basis of experimental results. It is found by comparison that the provisions for reinforcement cut off in batches in the current Chinese Design Code for Concrete Structures cannot fully guarantee the flexural capacity of members, especially in cantilever beam when the relative length in negative moment zone is large. Finally, suggestions for code revision are given in the paper.

本文完成了负弯矩钢筋分两批切断的六根足尺约束梁和两根足尺悬臂梁的弯曲破坏试验。通过对各批钢筋延伸长度上应变分布的精确量测,研究了在不同的负弯矩区相对长度下,斜裂缝分布及粘结锚固效应对钢筋分批切断延伸长度的要求,给出了有试验依据的负弯矩钢筋分批切断延伸长度的确定方法。对比表明,我国现行国家标准GBJ 10-89规定的方法对负弯矩区相对长度较大的连续梁和悬臂梁偏不安全,建议作相应修正。

 
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