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euro code
相关语句
  欧洲规范
     The necessary safety factor of composite beam section in an ultimate limit state (ULS) was investigated for the goal reliability index β= 4.7. A composite beam section designed according to European standard EC 4 (Euro code 4) was calibrated and its actual safety factor in the ultimate limit state was obtained.
     以可靠度指标β=4. 7为目标,研究结合梁截面在承载能力极限状态下应该具有的安全系数; 并对根据欧洲规范EC4(Eurocode4)设计的结合梁截面进行可靠度校验,获得结合梁截面实际具有的安全系数.
短句来源
     Comparison between the necessary safety factor and the actual safety factor shows that an additional safety factor is necessary for a composite beam section to ensure the reliability level demanded by European standard EC 1 (Euro code 1).
     比较二者,认为在现行EC4分项安全系数的基础上需要一个附加安全系数,这样才能保证所设计的结合梁截面达到欧洲规范EC1(Eurocode1)要求的可靠度.
短句来源
  “euro code”译为未确定词的双语例句
     Japanese and Euro Code3 methods for evaluating lamellar tearing and the standards for selecting Z direction steel are presented for designers and manufacturers as references.
     同时,给出日本和Eurocode3的层状撕裂评定方法和Z向钢的选材标准,以便设计和制造人士准确把握。
短句来源
  相似匹配句对
     Champion Code
     汤尤杯赛de冠军密码
短句来源
     On The Aesthetic Code
     论审美代码
短句来源
     The Fate of Euro
     欧元的命运
短句来源
     Euro 2004
     2004年欧锦赛
短句来源
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  euro code
Euro Code remains a largely untried and incomplete option, with few designers competent in this standard.
      
An example could be the Euro code as a regulation governing the activity.
      


Euro-Code 2 approach to design for punching shear in concrete slabs is reviewed.Its csharacs in control sec- tion, design shear force,basic resistance and design for punching shear rinforcement are discussed.The usage is demonstrated by examples.

介绍欧洲混凝土结构规范中关于冲切的设计条款,并对其特点加以评述,着重讨论了控制截面取法、设计剪力取值、基本抗力计算及配筋设计做法等问题,最后通过例题说明该规范抗冲切设计方法的应用。

From the point of view of their performance in fire,for steel, the mechanical properties related to behavior in tension at elevatedtemperature are of principle interest; for concrete, the mechanical propertiesand thermal properties are of equal interest; for non-burnable coatings, only t he thermal properties are of interest; and for burnable coatings, it is severityof fire. Non-burnable coatings can prevent fire heat to penetrate to their inn er structural members, thus the fire safety of concrete structures...

From the point of view of their performance in fire,for steel, the mechanical properties related to behavior in tension at elevatedtemperature are of principle interest; for concrete, the mechanical propertiesand thermal properties are of equal interest; for non-burnable coatings, only t he thermal properties are of interest; and for burnable coatings, it is severityof fire. Non-burnable coatings can prevent fire heat to penetrate to their inn er structural members, thus the fire safety of concrete structures can be improv ed by this kind of coatings. On the other hand burnable coatings can produce add itional heat during fire. As a result, more damage would be induced to concretestructures with burnable decorative materials if fire were encountered. The Euro -Code indoor temperature-time relationship under fire condition, constitutiverelationship of concrete and steel at elevated temperature and concrete nonlinea r analysis approach are employed, and the distribution of temperature within thesection of concrete members and the load carrying capacity are investigated. Ba sed on the analysis results, factors related to the fire safety of concrete stru ctures exposure to fire have been discussed.

从材料性能的角度分析 ,不同材料对钢筋混凝土结构构件的影响机理与影响程度是不同的 .钢材的影响主要与力学性能有关 ;混凝土的影响既与力学性能有关 ,也与热工性能有关 ;不可燃的面层主要与热工性能有关 ,而可燃面层可以加大火灾的危险性 .不可燃面层是一层阻隔层 ,火灾时可以阻止热量向混凝土内部传播 ,因此混凝土构件火灾时的安全可靠性可以得到改善和提高 .对于可以燃烧的装饰层而言 ,则会产生热荷载 ,结构构件在火灾时的损伤或破坏会加重 .本文利用欧洲规范采用的火灾时室内的温度 时间曲线、高温作用下混凝土和钢筋的本构关系 ,以及钢筋混凝土结构非线性分析方法 ,研究和分析了火灾时钢筋混凝土构件截面的温度分布和承载能力 ,并根据分析计算结果讨论了影响混凝土结构火灾安全性的因素

The necessary safety factor of composite beam section in an ultimate limit state (ULS) was investigated for the goal reliability index β= 4.7. A composite beam section designed according to European standard EC 4 (Euro code 4) was calibrated and its actual safety factor in the ultimate limit state was obtained. Comparison between the necessary safety factor and the actual safety factor shows that an additional safety factor is necessary for a composite beam section to ensure the reliability level demanded...

The necessary safety factor of composite beam section in an ultimate limit state (ULS) was investigated for the goal reliability index β= 4.7. A composite beam section designed according to European standard EC 4 (Euro code 4) was calibrated and its actual safety factor in the ultimate limit state was obtained. Comparison between the necessary safety factor and the actual safety factor shows that an additional safety factor is necessary for a composite beam section to ensure the reliability level demanded by European standard EC 1 (Euro code 1).

以可靠度指标β=4. 7为目标,研究结合梁截面在承载能力极限状态下应该具有的安全系数;并对根据欧洲规范EC4(Eurocode4)设计的结合梁截面进行可靠度校验,获得结合梁截面实际具有的安全系数.比较二者,认为在现行EC4分项安全系数的基础上需要一个附加安全系数,这样才能保证所设计的结合梁截面达到欧洲规范EC1(Eurocode1)要求的可靠度.

 
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