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elastic layer中文是什么意思

  • 彈力層
  • 彈性層
  • 彈性紗層

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  • 例句與用法
  • The dynamic growth of mode crack in visco - elastic layer
    型裂紋的動態(tài)擴(kuò)展
  • Secondly , using the perfectly bonded contact conditions between the layers , the delivery matrix between the electro - elastic layer and normal layer is worked out
    再由層間連續(xù)條件,計算由壓電層到一般層的傳遞矩陣。
  • The pile is assumed to be vertical , elastic and of uniform cross - section , and the soil is regarded as a linear visco - elastic layer with hysteretic damping
    假定樁為豎直彈性等截面體,土為線性粘彈性體,其材料阻尼為滯回阻尼。
  • The visco - elasticity of material in the bottom of rock body led to decrease of stress with time in the bottom part and to increase of stress at some places of elastic layers
    引入材料的黏彈性,導(dǎo)致了其中應(yīng)力隨時間迅速減小和彈性層某些部位應(yīng)力隨時間的增加。
  • Three examples of different layer numbers and different putting methods of electro - elastic layers are given . the calculation of the frequencies of the electro - elastic and normal material plates is of some practical value
    用mathematica編制相應(yīng)的計算程序,給出算例,計算不同壓電復(fù)合材料的振動頻率,在實際應(yīng)用中具有一定的價值。
  • Using the fourier transform due to boundary conditions of simply support , solutions of a single magneto - electro - elastic layer in the form of initial state vector and transfer matrix are obtained in fourier transform space from the state vector equations
    對狀態(tài)變量方程進(jìn)行fourier變換,得到了狀態(tài)變量表示的單層壓電壓磁彈性層合板在fourier變換空間中的解,導(dǎo)出了多層壓電壓磁彈性層合板的表達(dá)式。
  • The analytic solutions of isotropic elastic layered soil under axisymmetrical , rectangular and strip loads were derived from the basic equations of isotropic elastic mechanics by means of transfer - matrix method . by the result , can easily calculate the additional stress and settlement in layered soil . but these solutions could not properly assess the errors from the elastomer of the bottom layer in foundation soil
    從各向同性彈性力學(xué)基本方程出發(fā),利用傳遞矩陣法推導(dǎo)出的多層彈性地基問題在軸對稱荷載、矩形荷載和條形荷載作用下附加應(yīng)力與沉降的解析解,可以方便地求出層狀地基中的附加應(yīng)力和沉降,而他們均沒有考慮最下層彈性體計算深度引起的誤差影響。
  • With the consideration of the vertical wave effect of soil and soil - pile interaction , an approximate analytical solution to vertical vibration of pile system with variable impedance in visco - elastic layered soil is developed . a simplified and practical mathematical model for interaction between soil layers is proposed , and its applicability is theoretically investigated . based on this model and by using laplace transforms and the transmit property of impedance function , the analytical expression of the impedance function and solutions of the displacement and velocity response function in frequency domain and in time domain at the pile head are derived
    4 、從三維軸對稱土模型出發(fā),對考慮樁土耦合作用、土層層間聯(lián)系以及樁周土豎向應(yīng)力梯度變化條件下的成層粘彈性土中完整樁及變阻抗樁系統(tǒng)縱向振動問題進(jìn)行了研究,提出了成層土中變阻抗樁系統(tǒng)縱向振動問題的近似解析解法和樁周土層層間相互作用的簡化而實用的數(shù)學(xué)模型,并利用拉氏變換和阻抗函數(shù)的傳遞性,獲得了成層土中任意段變阻抗樁樁頂阻抗函數(shù)的解析表達(dá)式,以及樁頂速度導(dǎo)納和時域速度響應(yīng)解析解和半解析解。
  • 5 . based on the solutions developed herein , the main features of the interaction between visco - elastic layered soil and an integral pile or a multi - defective pile are systematically analyzed . the influence on the vibration properties caused by soil modulus , the degree of pile defects , and the length and location of the defects are discussed , and many important conclusions are drawn
    5 、利用所得解,對成層土中完整樁、變截面、變模量樁的振動特性進(jìn)行了較系統(tǒng)的分析,并重點討論了土層模量、樁身缺陷程度、埋身、缺陷段長度、激振頻率等對樁項復(fù)剛度、樁頂反射波曲線、導(dǎo)納曲線的影響,得到了許多重要結(jié)論。
  • Using the analytic method of finite elastic layer to calculate the transmission of the ground vibration , we get the displacement - time curve , acceleration - time curve and transfer function spectrum of ground under moving load , and analyze the result . in practice engineering calculation , this method is wildly used
    對于振動在地基中的傳播采用分層法的解析算法,得到了地基土在移動荷載作用下的時程分析曲線、加速度變化曲線以及在不同地質(zhì)條件下的傳遞函數(shù)反應(yīng)譜等,并對計算結(jié)果進(jìn)行了分析,在實際工程計算當(dāng)中,這一方法也是廣泛被采用的。
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