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rc框架结构     
相关语句
  rc frame structure
     This text will transform the original design of SRC column-RC beam frame construction into SRC+RC column, RC beam and whole RC frame structure of equal function.
     本文将原设计为SRC柱—RC梁的框架结构,转换为达到同等性能的SRC+RC柱—RC梁的框架结构和全RC框架结构,对这三种结构从截面尺寸,配筋量,以及在地震作用下的动力特性等方面进行对比分析。
短句来源
     Failure correlation analysis of RC frame structure under medium earthquake
     中震下RC框架结构的失效相关性分析
短句来源
     A Study on the Failure Correlation of RC Frame Structure under Small Earthquakes
     小震下RC框架结构失效相关性研究
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     Reliability level of interstory drift for weak story of existing RC frame structure
     RC框架结构薄弱层的层间位移可靠度水平考察
短句来源
     This paper aims to find the failure rules and failure correlation rules of section constraints of RC frame structure designed according to the aseismic code under small earthquakes, using Monte-Carlo simu lation method, in order to present a significant analysis basis for the theory of reliability analysis, seismic strengthening and postearthquake repairs.
     旨在利用Monte-Carlo随机模拟法,探讨小震下按照抗震规范设计的RC框架结构截面约束间的失效规律和失效相关性规律,以期为结构的可靠性分析、抗震加固及震后修复等理论提供具有参考意义的分析依据。
短句来源
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  rc frame
     Earthquake Collapse Response Analysis of RC Frame Structures
     RC框架结构地震倒塌反应分析
短句来源
     Study of Displacement-Based Seismic Design for RC Frame Structures
     基于位移的RC框架结构抗震设计研究
短句来源
     An analysis of failure dependencies of RC frame structures based on Pushover method under strong earthquakes
     在大震下RC框架结构基于Pushover方法的失效相关性分析
短句来源
     This text will transform the original design of SRC column-RC beam frame construction into SRC+RC column, RC beam and whole RC frame structure of equal function.
     本文将原设计为SRC柱—RC梁的框架结构,转换为达到同等性能的SRC+RC柱—RC梁的框架结构和全RC框架结构,对这三种结构从截面尺寸,配筋量,以及在地震作用下的动力特性等方面进行对比分析。
短句来源
     The Influence of Restoring Force Model With Post-Ultimate Negative Stiffness on Earthquake Collapse Response of RC Frame Structures
     极限后负刚度模型对RC框架结构地震倒塌反应的影响
短句来源
更多       
  rc frame structures
     Earthquake Collapse Response Analysis of RC Frame Structures
     RC框架结构地震倒塌反应分析
短句来源
     Study of Displacement-Based Seismic Design for RC Frame Structures
     基于位移的RC框架结构抗震设计研究
短句来源
     An analysis of failure dependencies of RC frame structures based on Pushover method under strong earthquakes
     在大震下RC框架结构基于Pushover方法的失效相关性分析
短句来源
     The Influence of Restoring Force Model With Post-Ultimate Negative Stiffness on Earthquake Collapse Response of RC Frame Structures
     极限后负刚度模型对RC框架结构地震倒塌反应的影响
短句来源
     Basic requirement and design principle of performance-based seismic design is put forward using deformation demands as design parameter. Performance-based seismic method of RC frame structures is illustrated. Firstly,the deformation demands are calculated using inelastic displacement spectra method.
     以变形需求作为设计参数,阐明了RC框架结构基于性能的抗震设计方法的基本原理及步骤:利用弹塑性位移谱法求解结构的位移与变形需求,在层间位移角满足特定要求后,将梁柱塑性铰区的转动量值作为性能设计的参数,结合预期的性能目标由梁柱性能设计方程进行构件变形能力设计。
短句来源
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  “rc框架结构”译为未确定词的双语例句
     Test Research and Simulation Analysis on Soil-Box Foundation-RC Frame Structure for Dynamic Interaction
     土—箱形基础-RC框架结构动力相互作用试验研究与模拟分析
短句来源
     Study of physical measure of seismic intensity based on damage to RC frames
     基于RC框架结构破坏损伤的地震烈度物理标准研究
短句来源
     Evaluation of influences of various moment magnifying coefficients at column ends of RC frames on seismic performance
     柱端弯矩增大系数取值对RC框架结构抗震性能影响的评估
短句来源
     As a part of the project aided by nature science national fund,《analysis of soil-foundation-structure dynamic interaction》(NO.50278033), some issues about test research and simulation analysis on soil-box foundation-RC frame structure are discussed in this thesis.
     结合国家自然科学基金课题《地基-基础-上部结构相互作用体系动力特性研究》(NO.50278033),本文围绕土-箱形基础-RC框架结构动力相互作用这一课题,在前人研究成果的基础上,对动力分析中的接触模型作了新的探讨,并通过试验分析和数值计算上作了相应的研究对比;
短句来源
     In this paper, Monte-Carlo method and computing stochastic analogue technique are introduced to analyse the RC framed structures and reach some useful conclusions. 
     本文利用计算机随机模拟技术和Monte-Carlo法,对设计对称RC框架结构体系进行了随机分析,并得出了几点有用的结论。
短句来源
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  rc frame
Finally, the numerical example of high rising shear RC frame is calculated.
      
Seismic Evaluation of Multi-Storey RC Frame Using Modal Pushover Analysis
      
A detailed dynamic analysis of a 10-storey RC frame building is therefore performed using response spectrum method based on Indian Standard Codal Provisions and base shear, storey shear and storey drifts are computed.
      
As the test structure goes through large displacements, the RC frame starts to accumulate damage mostly concentrated at the bases of the columns.
      
Consequently, the natural periods of an MI-RC frame are normally lower than that of the corresponding bare frame.
      
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In this paper, the authors analyze systematically the variation of strength and dynamic modulus of RC structures caused by long time environmental excursion. The shortcomings of the analytical model of reliability existing in the current code of concrete structures are put forward. The influence of time factor on the earthquake resistant reliability of RC frame structures is studied by use of dynamic reliability model and deformation...

In this paper, the authors analyze systematically the variation of strength and dynamic modulus of RC structures caused by long time environmental excursion. The shortcomings of the analytical model of reliability existing in the current code of concrete structures are put forward. The influence of time factor on the earthquake resistant reliability of RC frame structures is studied by use of dynamic reliability model and deformation damage criterion .

系统地分析了钢筋混凝土结构在长期环境侵蚀作用下强度、动弹性模量的变化规律.指出了现行混凝土设计规范中可靠度分析模型的缺陷,并利用动态可靠度模型以及变形破坏准则研究了时间因素对RC框架结构抗震可靠度的影响.

Deterministic method is generally used in the design and analysis of building structures. Although this method has considered the probability distribution of loads and resisting forces, it is still a reliability analysis method for elements. In this paper, Monte-Carlo method and computing stochastic analogue technique are introduced to analyse the RC framed structures and reach some useful conclusions.

在现有的建筑结构设计与分析中,通常采用确定性的方法,由均值参数代替实际结构参数进行分析,虽然考虑了荷载和抗力的随机性,但也仅限于构件截面的可靠性分析。本文利用计算机随机模拟技术和Monte-Carlo法,对设计对称RC框架结构体系进行了随机分析,并得出了几点有用的结论。

Thiough a great deal of Monte Carlo random simulation tests, it is found that the constraintsof RC frame structure obey ``failure independent hypothesis'' under small earthquakes. This conclusionis aIso validated by analysis of examples and comparison of correlation coefficients in this paper.

本文通过大量的MonteCarlo随机模拟分析,指出在小震下RC框架结构截面约束的失效统计相关性服从于“失效独立性假设”,并通过算例分析和相关系数比较验证了这一结论。

 
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