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elastic method in Chinese

Pronunciation:
How to pronounce "elastic method""elastic method" in a sentence

Translationmobile phoneMobile

  • 彈性階段設(shè)計(jì)法

Examples

  • 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(shí)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(jì)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(duì)鋼橋面瀝青混合料鋪裝層應(yīng)力場(chǎng)、應(yīng)變場(chǎng)及損傷場(chǎng)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(duì)內(nèi)力的影響，對(duì)無支撐框架的平面內(nèi)穩(wěn)定計(jì)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(jì)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(jì)算方法和彈塑性計(jì)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(jì)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(gè)工作體系，綜合考慮各部分的工作特性及相互影響，對(duì)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(duì)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(jì)算方法，進(jìn)而得到pcc樁復(fù)合地基的沉降計(jì)算和樁土應(yīng)力比公式。
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