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elastic method中文是什么意思

  • 彈性階段設(shè)計法

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  • 例句與用法
  • A research of the crack propagation of concrete non - standard three - point bending beam by photo - elastic method
    光彈性貼片法研究混凝土非標(biāo)準(zhǔn)三點(diǎn)彎曲梁裂縫擴(kuò)展過程
  • The elastic methods are beam - columns method , the pseudo load method , the pseudo lateral load method , the iterative gravity load method and the negative rigidity method
    常用彈性分析的方法有:梁柱法、虛擬荷載法、虛擬側(cè)向荷載法、迭代重力荷載法和負(fù)剛度法。
  • Chapter 3 studies a new elastic matching algorithm for on - line recognition . at the beginning , an adaptive shape normalization methods is introduced , and then , the classical elastic method is analyzed
    第三章中主要研究了一種彈性匹配算法,并將其用于單筆劃圖形的識別。
  • First , this article use the theoretical t - z curve to simulate the single pile ' s working status , compared with the elastic method , the layered soil ' s property can be better thought over
    首先在理論t ? z法的基礎(chǔ)上計算了單樁的p ? s曲線,與彈性理論法相比, t ? z曲線法能更好地考慮土的成層性。
  • The pile analysis method includes elastic method , simplified model method , and shearing deformed method . of course , as one type of numerical method , finite element method is used more than boundary element method
    具體分析方法包括彈性理論法、簡化模型法、數(shù)值分析方法。模型簡化法包括荷載傳遞法和剪切變形法。
  • Adopting the viscous - elastic method of energy conversion , the stress , strain and fracture distribution or evolvement rules of the composite structure of steel bridge deck asphalt mixture surfacing were explored
    采用粘彈性損傷模型的能量轉(zhuǎn)換方法對鋼橋面瀝青混合料鋪裝層應(yīng)力場、應(yīng)變場及損傷場分布狀況進(jìn)行研究。
  • A quasi - elastic method was proposed to decide the maximum load of rigid pavements under static load on the basis of experiments of reduced scale slabs , which was the key point for the similitude law to be used practically
    在此基礎(chǔ)上給出了基于縮尺板試驗(yàn)的確定剛性路面板靜載下的極限荷載的半彈性方法。這是相似規(guī)律能應(yīng)用于工程實(shí)際的關(guān)鍵一步。
  • In order to take the influence of the internal force from translation into consideration , the design of in - plane buckling of unbraced frames adopted a new second - order elastic method to calculate the structural internal force , e . g . the imaginary horizontal loads method
    為考慮變形對內(nèi)力的影響,對無支撐框架的平面內(nèi)穩(wěn)定計算提出采用假想水平荷載法進(jìn)行二階彈性內(nèi)力分析,以與國際上鋼結(jié)構(gòu)設(shè)計相接軌。
  • The results from the elastic method and the elasto - plastic method presented in the paper agree better with test results than those from changing - section method and simple plastic method , and it is more superior in calculating the resistance to shear for the proposed methods
    用本文提出的組合梁彈性計算方法和彈塑性計算方法比換算截面法和簡化塑性法算出的結(jié)果與試驗(yàn)結(jié)果吻合更好,在抗剪承載力的計算上本文理論更顯優(yōu)越。
  • ( 3 ) based on the working performance and mutual influence of the system of pcc pile - soil - cushion , pcc pile composite foundation is discussed in elastic method . a new calculation method of composite modulus of the pcc pile composite foundation is developed . furthermore , pile - soil stress ratio and settlement can be derived from the proposed method in this paper
    ( 3 )基于pcc樁?土?墊層所組成的一個工作體系,綜合考慮各部分的工作特性及相互影響,對pcc樁進(jìn)行整體分析,建立樁體平衡方程,考慮pcc樁在褥墊層及下臥層中的上、下刺入量對復(fù)合模量的影響,并通過迭代的方法最后確定樁體模量發(fā)揮系數(shù),提出了一種求解pcc樁復(fù)合地基模量的計算方法,進(jìn)而得到pcc樁復(fù)合地基的沉降計算和樁土應(yīng)力比公式。
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