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quasi-static test中文是什么意思

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用"quasi-static test"造句"quasi-static test"怎么读"quasi-static test" in a sentence

中文翻译手机手机版

  • 准静态试验

例句与用法

  • Quasi - static test method for ferroelectric hysteresis loop in ferroelectric ceramics
    铁电陶瓷材料电滞回线的准静态测试方法
  • Test methods for the properties of piezoelectric ceramics - quasi - static test for piezoelectric strain constant d33
    压电陶瓷材料性能测试方法纵向压电应变常数d33的准静态测试
  • Based on a quasi - static test of two - lay - three - story concrete - filled rectangular steel tubular frame ( crstf ) , ductility behavior , dissipation of seismic energy , degeneration of stiff and intensity of the crstf under low - frequency , horizontal , repeat load are analyzed . hysteretic curves to each floor of crstf between displacements and repeat loads , together with corresponding framework curve and resilience model to top floor of crstf is shown , too
    本文基于一榀三层两跨方钢管混凝土框架拟静力试验,分析了低周反复水平荷载作用下框架的延性性能和强度与刚度的退化以及抗震耗能能力,给出了框架各层位移随反复荷载变化的滞回曲线,并根据顶层滞回曲线进一步得出了框架顶层骨架曲线及相应的恢复力模型。
  • Based on the research of the former scholars , with the background of nonlinear analysis and investigation on structural seismic damage , with the knowledge of capacity spectrum method , the thesis concludes a new method of aseismic analysis method considering damage to the structure during two earthquakes through the push - over method and quasi - static test in the program of idarc ( inelastic damage analysis of reinforced concrete )
    本文的研究内容属于工程结构抗震领域研究范畴。在前人研究的基础上,根据钢筋混凝土非线性分析和结构地震损伤评估的基本知识,应用能力谱方法,利用idarc软件中的push - over方法和拟静力循环往复加载分析方法提出了一种考虑两次地震作用下的建筑物震害预测方法。
  • An innovative strengthening scheme for reinforced concrete space beam - column joints using high strength steel wire mesh and polymer mortar jacket was proposed , and the quasi - static tests of three reinforced concrete beam - column joints with floor slab and transverse beams were performed to verify the efficiency of the strengthening scheme
    摘要提出了采用新技术高强钢绞线网片聚合物砂浆加固技术提高钢筋混凝土空间框架节点抗震性能的方法,并通过3个带有直交梁和楼板的空间框架节点试件的低周反复加载试验对该加固方法进行了检验。
  • Theoretical research based on the quasi - static test such as theoretical analysis in nonlinear finite element method , programs to shape function of isoparametric element of hexahedron with eight nodes and to stiff matrix of elements , application of resilience model in degeneration equation of elastic module of concrete goes along
    在试验基础上进行了理论研究,用非线性有限元方法分析框架,编写了六面体八节点等参元形函数、单元刚度矩阵等部分程序,将恢复力模型应用到混凝土弹性模量退化方程中。
  • The earthquake fortification level and the seismic performance level of structure are introduced in the thesis ; in the push - over method and quasi - static test analysis , basic concepts , development histories , the present state and their future of development ; several computing methods of structure damage and judging the grade of structure damage are simply introduced
    介绍了包括地震设防水准、结构抗震性能水准等基本概念;介绍了静力弹塑性分析方法( push - over方法)和拟静力循环往复加载分析方法的概念、发展历史、现状与研究前景;并简要阐述了计算结构损伤和判断结构损伤等级的一些方法。
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