interaction factor造句
例句與造句
- Control interaction factor
控制交互作用因素 - Effects of pile - to - pile interaction factors on the lateral seismic response of pile groups were analyzed
并分析了樁與樁相互作用因子對(duì)群樁橫向地震響應(yīng)的影響。 - 4 . ji effects . author does the work in defining transient jet interaction factor concept and establishing mathematic model
提出了瞬態(tài)噴流干擾因子概念，建立了穩(wěn)態(tài)和瞬態(tài)噴流干擾因子數(shù)學(xué)模型。 - A novel index named comprehensive unit interaction factor is proposed to quantify the torsional interaction in an ac system with multiple hvdc converters
( 5 )提出了一種衡量多換流站系統(tǒng)機(jī)組扭振作用的新指標(biāo)一綜合機(jī)組作用系數(shù)。 - Abstract : a simple and practical approach is presented for the calculation of settlement of reinforced area in composite foundation according to the superposition of the interaction factors between piles
文摘:根據(jù)樁與樁之間的相互作用因子疊加，提出了計(jì)算復(fù)合地基加固區(qū)沉降的一種簡(jiǎn)單、實(shí)用的新方法。 - It's difficult to find interaction factor in a sentence. 用interaction factor造句挺難的
- Based on the analytical method of the lateral seismic response of single pile , the formulas for calculating the seismic response of pile groups in layered soils were derived by introducing the pile - to - pile interaction factor
在單樁地震響應(yīng)分析的基礎(chǔ)上，引入樁與樁的相互作用因子，推導(dǎo)了遠(yuǎn)場(chǎng)地震作用下成層地基中群樁橫向動(dòng)力響應(yīng)的計(jì)算公式。 - 4 ) the dynamic interaction factors of pile groups under horizontal earthquake actions and dynamic forces considering axial loads are first derived in this field , and the affection degree of the factors by the axial loads are investigated
4 )首次推導(dǎo)了考慮軸向力時(shí)水平地震作用下和樁頭動(dòng)力作用下群樁動(dòng)力相互作用因子，分析了軸向力對(duì)動(dòng)力相互作用因子的影響程度。 - In terms of the gazetas ' s three - step procedure for pile - soil - pile interaction in homogenous media a new method for calculating dynamic interaction factors of layered - soil considering the influence by axial load is suggested under harmonic exc
通過實(shí)例分析表明，在帶樁結(jié)構(gòu)工程中應(yīng)用該程序進(jìn)行抗震作用下的動(dòng)力計(jì)算是簡(jiǎn)單可行的，同時(shí)也為樁基承載結(jié)構(gòu)設(shè)計(jì)提供了一種新的思路。 - According to the legislation , judicial interpretation and various interaction factors of plaintiff qualification of administration lawsuit in china , this paper reveals the present situation of plaintiff qualification of administration lawsuit in china and summarizes concrete determination criterion
接著，根據(jù)我國(guó)關(guān)于原告資格的相關(guān)立法、司法解釋及各種影響因素，揭示了我國(guó)目前行政訴訟原告資格的發(fā)展?fàn)顩r，并總結(jié)了其具體的判定標(biāo)準(zhǔn)。 - But the cases of two or more foundations were not presented because the interactions between foundations were not considered in all present papers . this thesis eliminates two faults named above by using the assumption of the plane strain and of dynamic foundation - soil interaction factors . the calculating method of dynamic impedances presented by the paper proved to be accurate and practical
過去許多學(xué)者通常將任意形狀基礎(chǔ)的外包規(guī)則幾何形狀代替原有的不規(guī)則基礎(chǔ)形狀，以達(dá)到確定動(dòng)剛度和阻尼系數(shù)的目的，顯然計(jì)算結(jié)果是近似的；本文將任意剛性基礎(chǔ)劃分為規(guī)則的小型基礎(chǔ)，然后求小型基礎(chǔ)之間的動(dòng)力相互作用因子，最后得到任意剛性基礎(chǔ)的動(dòng)剛度和阻尼，而且這種方法也可考慮相鄰基礎(chǔ)產(chǎn)生的影響。 - The pile group and the surrounding soil are discretized into horizontal layers , which meets a plane strain assumption . by means of that the single pile dynamic impedance is developed with a transfer matrix method , the pile - to - pile dynamic interaction factor is derived . then , the dynamic impedances of rigidly - capped pile groups with due consideration to pile - soil - pile interaction for vertical oscillations are produced
本論文充分考慮土的成層性和沿深度有變化的特性，將土層沿深度離散形成一系列均質(zhì)的土層，各土層視為滿足平面應(yīng)變假定，應(yīng)用傳遞矩陣法推導(dǎo)出單樁在成層地基中的動(dòng)力阻抗；并據(jù)此研究了在成層地基中的樁-樁動(dòng)力相互作用因子，然后推導(dǎo)了群樁剛性承臺(tái)豎向動(dòng)力阻抗。 - C . based on a lot of referenced documents and tunnel experiment data , the phenomenon of lateral jet interception are analyzed , and the diagrams of the interaction factor " kcn " is presented . following , the airdefence missile model , trajectory model including attitude - control direct lateral force are constructed
3 、根據(jù)大量參考文獻(xiàn)和試驗(yàn)數(shù)據(jù)，分析了側(cè)向噴流的干擾特性，并給出不同狀況下干擾因子k _ ( cn )的變化曲線，在上述工作的基礎(chǔ)上，建立了帶有姿控側(cè)向力裝置的防空導(dǎo)彈模型和彈道計(jì)算模型。 - On the basis of the developed solution for single pile considering shear deformation and the analysis method for two piles proposed by makris ( 1992 ) , the dynamic interaction factor between two piles was obtained and relevant parameter study made . the influence of shear deformation on the dynamic interaction factor was also studied
基于獲得的考慮剪切變形的單樁水平振動(dòng)解和makris ( 1992 )提出的雙樁分析方法得到了橫向相互作用因子的計(jì)算公式，并通過參數(shù)分析研究了橫向相互作用因子的變化規(guī)律以及剪切變形對(duì)其的影響。 - In the thesis , first , the single pile dynamic impedance and the single rigid foundation one are derived in homogeneous elastic media . then , the pile - to - soil , soil - to - pile and soil - to - soil dynamic interaction factors are defined and worked out . and a simple method for calculating dynamic vertical impedance of rigidly - capped pile groups in homogeneous elastic media is developed
文中首先利用單樁和單獨(dú)剛性基礎(chǔ)在均質(zhì)彈性土中的豎向動(dòng)阻抗，然后定義了樁一土、土一樁、土一土動(dòng)力相互作用因子的概念，并對(duì)諸動(dòng)力相互作用因子作了理論推導(dǎo)及計(jì)算，進(jìn)而建立了均勻介質(zhì)中群樁豎向動(dòng)力阻抗的簡(jiǎn)化計(jì)算方法。 - When the frequency approaches zero , the factor approaches zero correspondingly ; 2 ) the amplitude of interaction factors changes with the incident angle of rayleigh waves and reaches maximum when is zero . moreover , with the increase of , the wave period shortens apparently ; ( 3 ) the amplitude of interaction factors decreases as the pile spacing increases and approaches to zero when the pile spacing is 15 ; 4 ) the amplitudes of interaction factors increase clearly with the increasing stiffness ratio of pile to soil ; 5 ) the lat eral seismic response of fixed - head pile groups is much smaller than that of free - head pile groups . moreover , the pile - group effects induced by rayleigh waves can be neglected ; 6 ) the lateral seismic response of piles at different location differs from each other
得到了以下結(jié)論： 1 )樁的相互作用因子隨頻率呈周期性變化，在振動(dòng)頻率比較低的情況下，樁的橫向相互作用因子也較低，當(dāng)頻率趨近于零時(shí)，相互作用因子也趨近于零； 2 )樁的相互作用因子的幅值隨瑞利波入射角度的變化而變化，在= 0情況下幅值最大，且隨入射角度的增加，波動(dòng)的周期明顯縮短； 3 )樁的相互作用因子的幅值隨著樁與樁間距的增加而減小，至s d = 15時(shí)，樁的相互作用因子基本趨近于0 ； 4 )在頻率比較低時(shí)，相互作用因子幅值隨樁土相對(duì)剛度比的增加而顯著增加； 5 )樁頂固接可以有效地降低群樁的橫向地震響應(yīng)幅值，由瑞利波產(chǎn)生的群樁效應(yīng)可以忽略不計(jì)； 6 )群樁中不同樁位的樁的橫向地震響應(yīng)是不同的，每根樁所在的樁位對(duì)其橫向地震響應(yīng)有很大的影響；刀樁數(shù)的增加并不能減小樁的橫向動(dòng)力響應(yīng)。
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