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
   计算框架 的翻译结果: 查询用时:0.6秒
图标索引 在分类学科中查询
所有学科
互联网技术
自动化技术
更多类别查询

图标索引 历史查询
 

计算框架
相关语句
  computational frame
     Computational Frame Based on Artificial Life
     基于人工生命系统的计算框架
短句来源
     Also a micro dynamic time domain computational frame emphasizing the optical physical process is first presented for computational optical pulse dynamic trace, and used in simulation calculation for two actual experimental systems. All the results in SMSR, the generation process, and the pattern of the optical pulses are shown well consistent with the actual systems.
     并提出了突出光学物理过程的宏观动态时域计算框架——光脉冲的动态跟踪计算方案,并对两个实际的实验系统进行了模拟计算,结果表明,在光脉冲的SMSR、光脉冲的产生过程,以及光脉冲的形状上,与实际系统符合的较好。
短句来源
  computing framework
     Distributed Grid Computing Framework and Application in Molecular Dynamics Simulation
     一种分布式网格计算框架以及在大规模分子动力学模拟中的应用
短句来源
     Grid Computing Framework Based on Java and Its Implementation
     基于Java的网格计算框架及其实现
短句来源
     However, the computing framework, modeling theory, implementation mechanism and other key technologies related to dynamic service composition are not well developed.
     但是作为一项新兴的研究课题,动态Web服务组合的计算框架、模型理论、关键技术、实现机制等各方面尚不成熟,新的研究问题不断涌现。
短句来源
     We start our research from the general computing framework of dynamic service composition, and focus on the following key technologies: model analysis theory and methods for composite services, composition plan selection algorithm based on quality of service (QoS) and highly efficient composition coordination mechanism.
     1.动态服务组合计算框架研究:服务组合是基于面向服务的计算环境实现动态资源聚合与服务重用的计算模式,构造组合服务应用系统通常是一项比较复杂的工作。 本文首先在分析服务组合开发过程的特点基础上,分离构造组合服务系统所需的具有普遍意义的支撑功能,提出了动态服务组合参考模型DEMO。
短句来源
     This paper detailed the program model and application patterns of JavaSpaces. And a distributed parallel computing framework based on JavaSpaces was also introduced and tested.
     详细介绍了JavaSpaces的编程模型,分析了JavaSpaces的应用模式,并且提出了一个基于JavaSpaces的分布式并行计算框架
短句来源
更多       
  “计算框架”译为未确定词的双语例句
     CALCULATION OF ELASTOPLASTIC DISPLACEMENT BETWEEN LAYERS OF FRAMED STRUCTURE BY PLASTIC METHOD
     塑性法计算框架结构层间弹塑性位移
短句来源
     To work out a correct solution to mass information, plentiful tasks in the navigation control system, NCDCS (Navigation and Control Distributed Computing System) has been put forward in this thesis, which is based on Resource Broker.
     本文提出了一种基于代理的分布式计算框架——NCDCS(Navigation and Control Distributed Computing System)。
短句来源
     Based on the characteristic of particle swarm optimization (PSO) algorithm searching the parameter space concurrently and efficiently, a calculative framework is presented to tune PID controller parameters and two-stage PI/PD controller parameters for non-minimum phase system.
     根据粒子群算法具有对整个参数空间进行高效并行搜索的特点,提出一种对PID控制器参数和非最小相位系统的两阶段PI/PD控制器参数进行自整定的计算框架.
短句来源
     A Skill Calculating Deflections of Frame Beams by the Method of Combining Written Calculation with Zooming and Related Problems
     手、电算结合计算框架梁挠度的一个技巧及相关问题
短句来源
     The Calculation in Frame-shear Wall Structures by Using Serial Iteration Method in Deforemation
     用形变连续代入法计算框架-剪力墙结构
短句来源
更多       
查询“计算框架”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。
  computational frame
In the computational frame, the 2D multi-component Navier-Stokes equations with second-order flux-difference splitting scheme were used; the stiff chemical source term was integrated using an implicit ordinary differential equations (ODEs) solver.
      
  computing framework
It has the great potential to be used as a general GPU computing framework for efficiently solving PDEs in image processing, computer graphics and visualization.
      
Soft computing framework for intelligent human-machine system design, simulation and optimization
      
This paper proposes a novel soft-computing framework for human-machine system design and simulation based on the hybrid intelligent system techniques.
      
Based on this model, procedures and algorithms for human-machine system design, economical/ergonomic evaluation, and optimization are discussed in an integrated CAD and soft-computing framework.
      
A soft computing framework for software effort estimation
      
更多          


This paper is devoted to the study of the torsional stresses in a reinforced concrete headframe of the frame cantilever-type under the unsymmetrical, horizontal load due to hoisting. Formula for the torsional stresses are presented. The headframe structure studied is composed of two trusses in the direction parallel to the hoisting load, and two rigid frames in the perpendicular direction. Taking the torsional action into account, as compared to an analysis neglecting torsion, would reduce the stresses in the...

This paper is devoted to the study of the torsional stresses in a reinforced concrete headframe of the frame cantilever-type under the unsymmetrical, horizontal load due to hoisting. Formula for the torsional stresses are presented. The headframe structure studied is composed of two trusses in the direction parallel to the hoisting load, and two rigid frames in the perpendicular direction. Taking the torsional action into account, as compared to an analysis neglecting torsion, would reduce the stresses in the trurses up to 10~20%, whereas the stresses in the rigid frames are atmost doubled. From a considerable number of actual designs it is seen that the additional stress in the rigid frames often control the design of the sections.Obvious, this is a subject worthy of the attention of a designer.

本文着重论述了钢筋混凝土杆系悬臂式井架在提升钢丝绳荷载的不平衡水平力作用下所产生的扭力计算问题.文中并对扭力计算公式作了推导.按桁架框架型井架在断绳荷载作用下,考虑扭力计算与不考虑扭力计算,其结果,平行于钢丝绳力方向的桁架内力可减少10~20%左右;垂直于钢丝绳力方向的框架内力则增加100%(即,若不考虑扭力计算框架时无内力).许多设计实例证明,框架方面增加的内力常为控制截面强度计算的主要数据之一.显然,这一问题是值得引起设计者重视的.

A three-storey reinforced concrete framed structure was severely damaged during the Tangshan earthquake of July 28,1976.It was soon strengthened,but under the attack of a strong aftershock of November 15,1976,the structure totally collapsed.Some experimental work on full- size column models subjected to cyclic loading and computer analysis for the nonlinear earthquake response of the structure were made. Other factors were also taken into account in analysing the causes leading to total collapse of the structure.Suggestions...

A three-storey reinforced concrete framed structure was severely damaged during the Tangshan earthquake of July 28,1976.It was soon strengthened,but under the attack of a strong aftershock of November 15,1976,the structure totally collapsed.Some experimental work on full- size column models subjected to cyclic loading and computer analysis for the nonlinear earthquake response of the structure were made. Other factors were also taken into account in analysing the causes leading to total collapse of the structure.Suggestions for future consi- derations in the design and strengthening of similar structures are recommended.

一座三层钠筋混凝土框架厂房结构在1976年7月28日唐山地震作用下遭受严重破坏,不久进行了加固,同年11月15日,在一次强余震袭击下框架全部倒塌。本文通过对足尺柱模型进行反复加菏试验,应用电子计算机计算了框架结构非线性地震反应并考虑了一些其他因素,以分析导致结构全部倒塌的原因。最后,对这类结构今后的抗震设计与加固提出了一些建设。

A three-storey reinforced concrete framed structure was severely damaged during the Tangshan earthquake of July 28, 1976. It was soon strengthened, but under the attack of a strong aftershock of November 15, 1976, the structure totally collapsed. Some experimental work on full-size column models subjected to cyclic loading and computer analysis for the nonlinear carthquake response of the structure were made. Other factors were also taken into account in analysing the causes leading to total collapse of the...

A three-storey reinforced concrete framed structure was severely damaged during the Tangshan earthquake of July 28, 1976. It was soon strengthened, but under the attack of a strong aftershock of November 15, 1976, the structure totally collapsed. Some experimental work on full-size column models subjected to cyclic loading and computer analysis for the nonlinear carthquake response of the structure were made. Other factors were also taken into account in analysing the causes leading to total collapse of the structure. Suggestiens for future considerations in the design and strengthening of similar structures are recommended.

一座三层钢筋混凝土框架厂房结构在1976年7月28日唐山地震作用下遭受严重破坏,不久进行了加固,同年11月15日,在一次强余震袭击下框架全部倒塌。本文通过对足尺柱模型进行反复加荷试验,应用电子计算机计算了框架结构非线性地震反应并考虑了一些其他因素,以分析导致结构全部倒塌的原因。最后,对这类结构今后的抗震设计与加固提出了一些建议。

 
<< 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计算框架的内容
在知识搜索中查有关计算框架的内容
在数字搜索中查有关计算框架的内容
在概念知识元中查有关计算框架的内容
在学术趋势中查有关计算框架的内容
 
 

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