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荷载刚度
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  load stiffness
     In this paper, the tangent stiffness matrix, including load stiffness matrix, of a thin shell element with large defleCtions is derived, and the equilibrium path tracing method is introduced.
     本文简要推导了包括荷载刚度矩阵在内的大变形等参数薄壳单元的切线刚度矩阵,并介绍了平衡路径的跟踪方法。
短句来源
     Systematic studies on load, stiffness, materials, welding standard, structure and so on have been conducted to solve the key technical problems during the course of design and construction.
     为解决设计和建设过程中的关键技术问题,进行了荷载,刚度标准,材料,焊接标准和结构构造等方面的系统研究。
短句来源
  “荷载刚度”译为未确定词的双语例句
     Rigidity matrix of load on an element is introduced, and a finite element mehtod for analyzing the stability of drill stem is presented.
     通过引入单元荷载刚度矩阵,提出了一种用于分析钻柱结构稳定性问题的有限单元法。
短句来源
  相似匹配句对
     ELEMENT STIFFNESS MATRIX AND NODAL LOAD MATRIX OF CIRCULAR BEAM
     曲梁的单元刚度矩阵和节点荷载列阵
短句来源
     Hydredynamic loads;
     水动力荷载
短句来源
     THE DYNAMIC BOUNDARY RIGIDITY OF THE EMBEDDED FOUNDATION AND THE EQUIVALENT EARTHQUAKE LOAD
     埋深基础的边界动刚度及地震波等效荷载
短句来源
     THE ICE LOAD ON CONE
     锥面的冰荷载
短句来源
     Intelligent Rigidity Surveying Instruments
     智能刚度测量仪
短句来源
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  load stiffness
As the load stiffness was made more and more negative, subjects responded by increasing the level of cocontraction of flexor and extensor muscles to increase the stiffness of the wrist.
      
Differential effects of load stiffness on matching pinch force, finger span, and effort
      
Disparities in load stiffness were used to differentiate and characterize pinch-force, finger-span, and pinch-effort matching in two experiments.
      
In conjunction with shear load stiffness, the normal load stiffness, often neglected, is shown to have a considerable effect on the stick-slip process -its presence or absence and its characteristics.
      


In this paper, based on the test, the effects of improve on the strength, crevicewide, crevice break load, rigidity for reinforced concrete colume of steel fiber are represent-ed.

本文对铜纤维钢筋混凝土偏心受压构件强度、裂缝宽度、抗裂荷载、刚度的改善效果进行了探讨。

Reviewing the investigations of frame with filler wall at home andabroad, the main earthquake damages of frame with filler wall in the recent strongearthquakes are analysed, in which the existing design and calculation methods are eval-uated and a study tendency about frame with filler wall is presented. On the basis of testresults,some daesign and clculation methods about ultimate load, stiffness and internalforce of this kind of structure are suggested. At last,earthqiake response for frame withfiller wall...

Reviewing the investigations of frame with filler wall at home andabroad, the main earthquake damages of frame with filler wall in the recent strongearthquakes are analysed, in which the existing design and calculation methods are eval-uated and a study tendency about frame with filler wall is presented. On the basis of testresults,some daesign and clculation methods about ultimate load, stiffness and internalforce of this kind of structure are suggested. At last,earthqiake response for frame withfiller wall are analysed.

回顾了框架填充墙结构在国内外的研究历史,对近期国内的几次大地震中框架填充墙结构的主要震害作了分析,对已有的计算方法作了评述,提出了今后框架填充墙结构的研究趋势。通过试验分析,提出了多层多跨框架填充墙结构极限荷载、刚度和内力的计算方法。最后分析了多层多跨框架填充墙结构在地震过程中的反应。

In this paper, the tangent stiffness matrix, including load stiffness matrix, of a thin shell element with large defleCtions is derived, and the equilibrium path tracing method is introduced. By means of NAPS-1 (Nonlinear Analysis Program for Shells), the geometrically nonlinear whole process analysis is carried out for some kinds of thin shell structures, and the effects of geometrical imperfections and self-weight on the buckling characteristics are studied.

本文简要推导了包括荷载刚度矩阵在内的大变形等参数薄壳单元的切线刚度矩阵,并介绍了平衡路径的跟踪方法。用自行研制的计算程序NAN—1(NonlinearAnalytisProgramforShells)对几种薄壳结构进行了几何非线性全过程分析,讨论了结构的初始几何缺陷。和自重等因素对其屈曲性能的影响。

 
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