助手标题  
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
   水工混凝土结构设计规范 的翻译结果: 查询用时:0.013秒
图标索引 在分类学科中查询
所有学科
更多类别查询

图标索引 历史查询
 

水工混凝土结构设计规范
相关语句
  hydraulic concrete structure design code
     Based on hydraulic concrete structure design code, the paper compares the web reinforcement amount of two different calculation methods for shear capacity. The calculation results of the current method indicate that stirrup quantity is higher and bend bar amount is lower than that of the previous method. The new calculation method is more reasonable.
     基于水工混凝土结构设计规范,对受剪承载力不同计算方法腹筋用量进行了比较,结果表明现行计算方法箍筋用量有所增加,弯起钢筋用量有所减少,计算方法更趋合理。
短句来源
  design specification for hydraulic concrete structures
     Through an example's calculation of crack width, the calculation formula adopted by the new and old Design Specification for Hydraulic Concrete Structures and Design Specification for Concrete Structures used in industrial and civil buildings were analysed and compared with each other.
     通过实例对新、旧水工混凝土结构设计规范及工业与民用建筑混凝土结构设计规范所采用的裂缝宽度计算公式进行分析比较。
短句来源
  “水工混凝土结构设计规范”译为未确定词的双语例句
     In this paper,it is to analyze and compare the similarities and differences in the aspect of checking computations of reinforced concrete members on serviceability limit state,which is laid down design code for hydraulic concrete structures(SL/T 191-96) and code for design of concrete structures (GB 50010-2002).
     比较分析《水工混凝土结构设计规范》(SL/T191-96)与《混凝土结构设计规范》(GB50010-2002)中的钢筋混凝土构件在正常使用极限状态验算方面的异同点。
短句来源
     Introduction of the Revision Scheme for the Indices of Material Properties in “Design Specifications for Hydraulic Concrete Structure”
     《水工混凝土结构设计规范》材料性能指标修订方案介绍
短句来源
     the last step is to proceed the design of placing steel bars in terms of the method of placing steel bars in according with the stress diagrams , this method is addressed in the appendix H "Code of Design Hydraulic Concrete Structure " (DL/T5057-1996).
     最后按照《水工混凝土结构设计规范》(DL/T5057-1996) 附录H中的应力配筋方法进行配筋设计。
短句来源
     In this paper, we design the reinforcing bars with the tensile stress graphics reinforcement method given by hydraulic concrete structure design criterion (DL/T5057-1996).
     论文采用水工混凝土结构设计规范(DL/T5057-1996)规定的拉应力图形配筋法进行配筋设计。
短句来源
     According to Hydraulic Concrete Structure Design Criterion,a simplified calculation method for the arrangement of the post-tensioned steel strand for the prestressed concrete structure is put forward herein,with which the design efficiency is to be improved.
     以《水工混凝土结构设计规范》为依据,对预应力混凝土结构后张法钢绞线配置计算提出了简捷的计算方法,提高了设计工作效率.
短句来源
更多       
  相似匹配句对
     The contrast between old and new 《code for design of concrete structures》
     新、旧《混凝土结构设计规范》的对比
短句来源
     Discussion on Some Provisions of Code for Design of Concrete Structure (GB50010—2002)
     混凝土结构设计规范若干问题的讨论
短句来源
     Reliability Problem in the Concrete Structure Design Code
     《混凝土结构设计规范》中的可靠度问题
短句来源
     Rectification of Margin of Safety in Code for Design of Concrete Structure
     混凝土结构设计规范安全度的调整
短句来源
     Introduction of the Revision Scheme for the Indices of Material Properties in “Design Specifications for Hydraulic Concrete Structure”
     《水工混凝土结构设计规范》材料性能指标修订方案介绍
短句来源
查询“水工混凝土结构设计规范”译词为用户自定义的双语例句

    我想查看译文中含有:的双语例句
例句
没有找到相关例句


The approximate probability design method of the first-order, second-moment is adopted for calibrating and analysising the reliability of members strength in 《Design Cede of Reinforced Concrete of Hydrostructures(SDJ20—78)》. The short-cut process proposal of target reliability indices for design of concrete of hydro-structures is presented. These research achievements provide a scientific basis for the compilation of 《Unified Standard for Reliability Design of Hydro-structures》 and the revision of 《Design Code...

The approximate probability design method of the first-order, second-moment is adopted for calibrating and analysising the reliability of members strength in 《Design Cede of Reinforced Concrete of Hydrostructures(SDJ20—78)》. The short-cut process proposal of target reliability indices for design of concrete of hydro-structures is presented. These research achievements provide a scientific basis for the compilation of 《Unified Standard for Reliability Design of Hydro-structures》 and the revision of 《Design Code of Concrete of Hydro-structures》.

本文采用一次二阶矩的近似概率法,对现行《水工钢筋混凝土结构设计规范(SDJ20—78)》中的构件强度可靠度进行了校准计算和分析,提出了水工混凝土结构设计目标可靠指标的取值建议,可供《水利水电工程结构可靠度设计统一标准》的编制和《水工混凝土结构设计规范》修订时参考。

This paper investigates the evaluation of term-separated coefficients in a limit state expression of structual bearing capacity in Design Norms for Concrete Hydraulic Structures (revised draft). The method proposed in this paper for evaluating these coefficients may be summarized:according to the range of variation of basic variables. appropriate values of respective coefficients of both actions (loads) and material properties can be selected in advance; based on given reliable objective indices,the values of...

This paper investigates the evaluation of term-separated coefficients in a limit state expression of structual bearing capacity in Design Norms for Concrete Hydraulic Structures (revised draft). The method proposed in this paper for evaluating these coefficients may be summarized:according to the range of variation of basic variables. appropriate values of respective coefficients of both actions (loads) and material properties can be selected in advance; based on given reliable objective indices,the values of structural coefficients in the limit state expression are then determined using probabilistic method.This method not only has definitely physical meaning,but also makes the whole evaluation of various coefficients much simplified due to that coefficients of both actions (loads )and material properties may be selected in advance and only the structural coefficients need to be determined probabilisticly. The reliability analysis shows that with different design conditions,the reliabilities of elements of hydraulic structures designed by this method are in good agreement with each other.

本文对《水工混凝土结构设计规范》修订搞承载能力极限状态设计表达式中分项系数的确定方法及取值方案进行了分析计算和探讨,提出了相应的分项系数取值建议。文中提出的确定分项系数的方法可概括为:根据各基本变量变异性的大小,事先选定合适的作用与材料性能分项系数,然后由给定的目标可靠指标,用概率方法确定设计表达式中的结构系数。这种分项系数设置体系和方法,不仅物理意义明确,而且由于作用与材料性能分项系数可事先选定,仅结构系数的确定才需作概率运算,因而使确定分项系数的工作得到简化。可靠度分析结果表明,按本文建议的分项系数取值方案进行设计,可使水工混凝土结构构件在不同设计条件下均具有较佳的可靠度一致性。

The probabilistic limit states design method is adopted in "Design Specifications for Hydraulic Concrete Structure of P. R. China (manuscript to be examined)". In the specifications, the reliability index is used for measuring the reliability of structural members, the design expression of the partial coefficients is used to design. Then the limit states design method of half experience and half probability and the design expression of single safety coefficient of current "Design Specifications of Hydraulic...

The probabilistic limit states design method is adopted in "Design Specifications for Hydraulic Concrete Structure of P. R. China (manuscript to be examined)". In the specifications, the reliability index is used for measuring the reliability of structural members, the design expression of the partial coefficients is used to design. Then the limit states design method of half experience and half probability and the design expression of single safety coefficient of current "Design Specifications of Hydraulic Reinforced Concrete Structure of P. R. China (SDJ 20- 78)" are superseded by the above-mentioned revision measures. Therefore, the revision scheme for the indices of material properties in the specifications (manuscript to be examined) is mainly introduced in this paper.

水工混凝土结构设计规范》(送审稿)采用了概率极限状态设计法,以可靠指标度量结构构件的可靠度,采用分项系数设计表达式进行设计,以代替现行《水工钢筋混凝土结构设计规范(SDJ20-78)》采用的半经验半概率的极限状态设计法和单一安全系数设计表达式.本文介绍了其中材料性能指标的修订方案.

 
<< 更多相关文摘    
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关水工混凝土结构设计规范的内容
在知识搜索中查有关水工混凝土结构设计规范的内容
在数字搜索中查有关水工混凝土结构设计规范的内容
在概念知识元中查有关水工混凝土结构设计规范的内容
在学术趋势中查有关水工混凝土结构设计规范的内容
 
 

CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
版权图标  2008 CNKI-中国知网
京ICP证040431号 互联网出版许可证 新出网证(京)字008号
北京市公安局海淀分局 备案号:110 1081725
版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社