interaction coefficient造句
例句與造句
- Activity interaction coefficients in mn - fe - c melts
熔體活度相互作用系數(shù) - Binary interaction coefficient
雙元反應(yīng)系數(shù) - Review of the research on interaction coefficients used in two cubic equations of state for phase equilibria predictions
兩種立方型狀態(tài)方程相平衡推算中相互作用系數(shù)的研究進(jìn)展 - Abstract : according to characters of different research ways , the research development of thermodynamic models of metallic melts is systematically introduced , such as solution model method , geometrical model method , interaction coefficient method , analytical method and experienced model method
文摘:根據(jù)不同研究方法的特點(diǎn),綜述了溶液模型法、幾何模型法、相互作用系數(shù)法、解析計算法以及經(jīng)驗(yàn)?zāi)Ｐ头ǖ冉饘偃垠w熱力學(xué)模型的研究進(jìn)展，并對這些方法進(jìn)行了簡要的評述。 - A solid - waste containment system can be simplified as a slope which contains a layer of geomembrane ( which is simplified as interlayer slope in the rest part ) . shaking table model test and numerical analysis have been done to study the seismic stability of interlayer slope based on the two - part wedge theory in this paper . many factors which affect the slope stability ratio , including horizontal seismic coefficient , slope angle , soil - geomembrane interaction coefficient , slope length , layer thickness and soil character , have been took into consideration
填埋場防滲基坑的邊坡可以簡化成含土工膜夾層的土坡(以下簡稱夾層土坡) ，本文根據(jù)“雙滑楔體”理論思想，對夾層土坡的地震穩(wěn)定性問題進(jìn)行了較為系統(tǒng)的模型試驗(yàn)和數(shù)值分析，著重考慮了水平地震系數(shù)、夾層土坡坡角、土工膜與覆蓋層土體摩擦系數(shù)、夾層邊坡長度和厚度、夾層土坡覆蓋層土體性質(zhì)等因素對土坡安全系數(shù)的影響，并對地震作用下夾層土坡的永久變形進(jìn)行了初步的研究，給出了對實(shí)際工程設(shè)計有參考價值的結(jié)論。 - It's difficult to find interaction coefficient in a sentence. 用interaction coefficient造句挺難的
- The measured results of settlement depth for foundations with different breadth , soil deformation area around pile and foundation , interaction coefficient of double pile and load distribution on pile top beneath cap illustrate that the effects of interaction of soil - soil , pile - soil and pile - pile are obviously lower than elastic theory values
不同基寬壓縮層深度、基礎(chǔ)和樁側(cè)土變形范圍、雙樁相互影響系數(shù)以及樁頂荷載分布的測試結(jié)果說明，土土、樁土、樁樁相互作用效應(yīng)較連續(xù)介質(zhì)彈性理論值明顯弱化。 - On the one hand , we deduce the off - diagonal term of reduced density matrix is inner - product of two coherent states and we carry out decoherence in macroscopic limits in two special case , on the other hand , we delay decoherent time by controlling the interaction coefficient . in other part , we define two kind independent phase operators by improving two - mode squeezing coherent states in two - mode phase space and resolve their eigenstates
在第二部分中，我們在雙模相位空間里利用雙模壓縮相干態(tài)所對應(yīng)的算符定義二類獨(dú)立的相位算符并相應(yīng)求出本征態(tài)，而它的產(chǎn)生算符和湮滅算符是通過簡諧振子的產(chǎn)生算符和湮滅算符經(jīng)過正則變換得到的。