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单向加载的英文

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"单向加载"怎么读用"单向加载"造句

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  • unidirection loading

例句与用法

  • The main popular theoretical method adopted to study end - plate connection is finite element technique under monotonic loading at present . this paper applies nonlinear ( material , geometry and contact ) finite element method to analyze the behaviors of connections under cyclic load at fist time . contact elements are set between end plate and column flange , screw cap and neighborhood plane , bolt bar and hole
    对于端板连接的理论分析,目前国内外的研究主要局限在单向加载有限元分析范畴,本文首次采用三维非线性(包括材料、几何与状态非线性)有限元对端板连接进行了循环加载分析,端板与柱翼缘间、螺栓头(帽)与相邻板件间、螺栓杆与孔壁间都设置了反映边界状态的接触单元。
  • In the static nonlinear pushover analysis , basic concepts and different applicable methods of the static nonlinear pushover analysis are summarized . then the lateral load pattern and the target displacement , which are key problems of the static nonlinear pushover analysis , are improved . the new developed lateral load pattern is the instantaneous adaptive lateral load pattern gained by the internal force of the structure , and the new developed capacity spectrum method combined with the code response spectrum is used to gain the target displacement . at the same time , a pushover analysis of circulating load pattern is developed , and a relevant static nonlinear pushover analytic program is provided . the analytic results of two examples demonstrated that the instantaneous adaptive lateral load pattern is able to reasonably capture the important response attribute and that the pushover analysis of circulating load pattern compared with the pushover analysis of single direction load pattern can more accurately reflect the effect of the earthquake
    在非线性静力分析( pushover分析)中,综合阐述了pushover分析的理论基础和不同的具体应用方法,并在pushover方法的关键问题荷载分布模式和目标位移的确定上提出新的方法,即由结构受力反推得到的瞬时的适应性的荷载分布模式和结合中国抗震规范反应谱的能力谱法确定目标位移的方法,同时提出一种新的循环往复加载的pushover应用方法,并编制了专门的pushover分析应用程序,应用此程序对不同算例进行分析,算例分析证实由结构受力反推得到的瞬时的适应性的荷载分布模式能够较好的模拟地震过程中实际的结构受力反应情况,循环往复加载的pushover分析方法较单向加载的pushover分析更能准确的反映实际的地震作用对结构的影响。
  • Based on the experimental studies and calculated analysis , nonlinear finite element analysis of r . c . shear wall with frame column under unilateral load is carried out by ansys program in order to understand the evolution of crack patterns , deformation and failure course of the specimens in theory computing
    在试验研究的基础上,采用ansys有限元分析程序,对剪力墙模型结构在单向加载下的性能作了非线性分析,从理论计算角度进一步了解其在水平荷载作用下的开裂、变形及破坏全过程。
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