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
   一般构造 的翻译结果: 查询用时:0.014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
 

一般构造
相关语句
  “一般构造”译为未确定词的双语例句
     General Constructional Measures in Code for Design of Masonry Structures (GB50003—2002)
     《砌体结构设计规范》(GB50003)中的一般构造措施
短句来源
     Study on the automatic drawing of the structure figures of constructional simple hollow board beam
     装配式简支空心板梁一般构造图自动绘图程序的研究
短句来源
     Morphology of the female reproductive systems of thirteen species of sphingids in Shandong Province was studied anatomically.
     本文描述了山东省常见的13种天蛾雌性生殖系统的形态构造。 天蛾科雌性生殖系统具有鳞翅目雌性生殖系统的一般构造
短句来源
     This paper briefly introduces universal structural principle of the thermodynamics diagram,demonstrated equal in value of the T—S diagram (tephigram)and the P—V diagram,introduces structure of the T—lnp diagram(emagram).
     本文对热力学图解的一般构造原则作了简单介绍,证明了温熵图与 P—V 图的等价性,并对 T—lnp 图的构造方法作了扼要说明。
短句来源
     Analysis on the differences in bending capacity, shear capacity, crack and bending stiffness of SRC beam between the two codes of (YB 9082-97) and (JGJ138-2001) are carried out, and the related detail measures for SRC beam are proposed.
     对目前我国型钢混凝土结构的两部设计规程,即冶金部行业标准《钢骨混凝土结构设计规程》YB9082-92和建设部行业标准《型钢混凝土组合结构技术规程》JGJ138-2001在计算受弯承载力、受剪承载力、挠度、裂缝等方面的异同进行了对比分析,并阐述了型钢混凝土梁的构造原则及一般构造要求。
短句来源
更多       
  相似匹配句对
     “L-STRUCTURE”FOR FUZZY SET IN A LINEAR SPACE
     L—构造
短句来源
     The X.
     在构造 X.
短句来源
     A GENERAL CONSTRUCTION OF BENT FUNCTIONS
     Bent函数的一般构造
短句来源
     4) The general steps of constructure method are provided.
     4)提出了构造方法的一般步骤;
短句来源
     (2) isothermal;
     一般等温;
短句来源
查询“一般构造”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
为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法,我们为您准备了出自英文原文的大量英语例句,供您参考。
  ordinary construction
The characteristics of the composites most developed at the present time and of ordinary construction materials are compared.
      
Depending on how they are constructed, metal buildings can fall into either the Ordinary Construction or the Semi-Wind Resistive category.
      
ISO considers these structures to be Ordinary Construction, or part of the loss-cost group most vulnerable to wind-related damage.
      
Reconstruction following an earthquake disaster requires a different response to ordinary construction.
      
Suzanne Wilkinson >amp; Yana Shestakova Reconstruction following an earthquake disaster requires a different response to ordinary construction.
      
更多          


An earthquake of M = 6.1 occurred in the Sinfengkiang Reservoir region, Kwan-tung Province on March 19, 1962. This paper analyses the variations of the velocity ratio Vp/Vs during the 14 years subsequent to 1961, in particular within the interval immediately prior to and following the main shock. The results show that before the main shock a negative anomaly of the velocity ratio VP/VS appeared. It lasted about 11 months. The velocity ratio returned to its normal value about 11/2 months in ahead of the main...

An earthquake of M = 6.1 occurred in the Sinfengkiang Reservoir region, Kwan-tung Province on March 19, 1962. This paper analyses the variations of the velocity ratio Vp/Vs during the 14 years subsequent to 1961, in particular within the interval immediately prior to and following the main shock. The results show that before the main shock a negative anomaly of the velocity ratio VP/VS appeared. It lasted about 11 months. The velocity ratio returned to its normal value about 11/2 months in ahead of the main shock. The amplitude of the negative anomaly becomes a maximum in a locality near the epicenter of the main shock within a deep-water gorge. It can be seen that the duration and the spatial extent of the velocity ratio anomaly is smaller than those of an ordinary non-reservoir impounding earthquake.Before some of the after shocks occurring in the later part of the 14-year period, anomalies in velocity ratio are also observed. The virtual velocity too shows anomalous features before the main shock. All of these facts thus mentioned could possibly be explained by the dilatancy model.The method for calculating the values of VP/Vs is taken from M. Ohtake's paper and that for the virtual velocity has been worked out by the author.

广东省新丰江水库区于1962年3月19日发生6.1级地震。本文分析了1961年以来十四年间,特别是主震前后纵、横波速比V_p/V_s的变化过程。结果表明:波速比V_p/V_s在主震前出现了明显的负异常,总异常时间约为十一个月,于震前一个半月返回正常值,在主震震源附近的深水峡谷区异常幅度最大,异常时间和空间范围比一般构造地震的要小.后期几次强余震前也有异常变化。虚波速度在主震前存在某些异常特征。上述波速比的变化可以用扩容模式较好地解释。 波速比值是由两个台站的记录得到的。对虚波速度的计算采用了联合地震参数的方法。

The non-linear estimation of time-varying parameters of singals in the presence of noise is discussed. A concept of instantaneous maximum likelihood estimation is presented and is shown to be asymptotically sufficient. A new approach of optimum estimation has been found by which the diffcult problem of non-linear estimation of time-varying parameters of signals is simplified as first finding the instantaneous maximum likelihood estimation and then its optimum processing.The apparatus used to realize the instantaneous...

The non-linear estimation of time-varying parameters of singals in the presence of noise is discussed. A concept of instantaneous maximum likelihood estimation is presented and is shown to be asymptotically sufficient. A new approach of optimum estimation has been found by which the diffcult problem of non-linear estimation of time-varying parameters of signals is simplified as first finding the instantaneous maximum likelihood estimation and then its optimum processing.The apparatus used to realize the instantaneous maximum likelihood estimation is defined as optimum demodulator and its general configuration is given. The application of the above theory is described with the phase-modulated signal used as an example. Finally, the results obtained in this paper are compared with those of D. C. Youla and D. L. Snyder.

本文研究了在噪声中信号时变参数的非线性估计,提出了瞬时最大似然估计的概念,证明了这个瞬时最大似然估计是渐近充份的,给出了最佳估计的新途径;其实质是把信号时变参数非线性估计这样一个难题,分解为求出瞬时最大似然估计和对瞬时最大似然估计的最佳处理。文中定义实现瞬时最大似然估计的装置为最佳差调器,给出了它的一般构造。 附录比较了本文和D.C.Youla及D.L.Snyder等文的结果。

An earthquake of magnitude 5. 2 ( ML ) occurred at the Shenwo reservoir region of Liaoning province on Dec. 22nd 1974. In the paper, through analysing the relations between the seismic sequence and typical induced reservoir earthquakes, comparing parameters of seismic activities and other relative data, it is considered that the seismic sequence of the event is different from that of the typical induced reservoir earthquakes and that the event has the similar characteristics of seismic activities with the general...

An earthquake of magnitude 5. 2 ( ML ) occurred at the Shenwo reservoir region of Liaoning province on Dec. 22nd 1974. In the paper, through analysing the relations between the seismic sequence and typical induced reservoir earthquakes, comparing parameters of seismic activities and other relative data, it is considered that the seismic sequence of the event is different from that of the typical induced reservoir earthquakes and that the event has the similar characteristics of seismic activities with the general tectonic earthquakes. Finally , it is confirmed that the Shewo earthquake is actually a foreshock of the 1975 Haicheng earthquake (M = 7. 3).

1974年12月22日辽宁葠窝水库区发生M_L=5.2地震,本文通过讨论地震序列与水库蓄水的关系。比较典型水库地震与一般构造地震的活动性参数,并参考其他有关资料,认为这次地震的发生与水库蓄水关系不大,地震活动性参数与典型水库地震有明显不同,而与一般构造地震具有相同的特征。最后,通过对区域地震活动背景的分析,认为这次地震是海域7.3级地震前,构造活动加剧产生的地壳局部薄弱部位的先行破坏,对海域地震具有前兆的意义。

 
<< 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一般构造的内容
在知识搜索中查有关一般构造的内容
在数字搜索中查有关一般构造的内容
在概念知识元中查有关一般构造的内容
在学术趋势中查有关一般构造的内容
 
 

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