maximum principal中文是什么意思

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中文翻譯
造句

劣勢者利益最大化原則

maximum n. (pl. maximums, -ma ) 極點，最 ...
principal adj. 1.主要的，首要的，最重要的；第一的。 2.領(lǐng) ...
principal maximum 肢小; 主極大值; 主最大值
maximum principal deformation 最大咒形
maximum principal effective stress 最大有效主應(yīng)力
maximum principal strain 最大主應(yīng)變
maximum principal strain theory 最大主應(yīng)變理論
maximum principal stre theory 最大枝力理論
maximum principal stress 最大主應(yīng)力
maximum principal stress theory 最大枝力理論
as principal 做自營
principal adj. 1.主要的，首要的，最重要的；第一的。 2.領(lǐng)頭的；負(fù)責(zé)人的，首長的。 3.資本的，本金的，作為本錢的。 the principal actor 主要演員，主角。 the principal boy [girl] (啞劇中)扮演男［女］主角的女演員。 the principal offender 【法律】主犯。 the principal sum 資本，本金，本錢。 principal operations 主力戰(zhàn)。 principal clause 【語法】(復(fù)合句中的)主句。 principal order 【化學(xué)】主序模。 principal parts 【語法】(動詞的)主要變化形式〔現(xiàn)在、過去式及過去分詞〕。 principal sentence 【語法】主句 (＝principal clause)。 principal tone 【音樂】主音。 n. 1.長；長官；首長；負(fù)責(zé)人；校長；社長；會長。 2.主動者；決斗的本人 (opp. second) 主要演員，主角；【法律】主犯；本人；(經(jīng)紀(jì)人、代理人、受委托人所代表的)委托人 (opp. agent, surety)。 3.【商業(yè)】資本，本金 (opp. interest, dividend) 基本財產(chǎn) (opp. income)。 4.【建筑】(主要)屋架；主構(gòu)，主材。 5.【音樂】主音栓；(音樂會的)主奏者，獨奏者，獨唱者，主演者。 6.(藝術(shù)作品的)主題；特征。 a lady principal 女校長。 I must consult my principal. 我必須同委托人商量。 principal and interest 本利。 a principal in the first degree 主[從]犯。
principal to principal本人對本人
principal principal 為對象名時
principal-to-principal 買賣雙方直接交易
maximum n. (pl. maximums, -ma ) 極點，最大，最高，最高額，最大值；最高點；最大限度；【數(shù)學(xué)】極大(值)(opp. minimum)。 The excitement was at its maximum. 興奮到極點。 adj. 最大的，最高的，頂點的，最多的。 maximum draught [draft] 【航?！孔畲蟪运疃?。 maximum obscuration 【天文學(xué)】蝕甚。 a maximum range 最大射程。 a maximum thermometer 最高溫度計。
maximum maximum 極大值
business from principal to principal 人對人的生意; 主體對主體交易
business through principal to principal 當(dāng)事人間直接交易
principal to principal transaction 貨主與貨主間的交易
principal-to-principal transaction 貨主與貨主間的交易(即不假手于中間人的“直接買賣”)
a principal earner 家庭主要掙錢人
active principal 有效組份
appropriation of principal 撥用本金
arched principal 拱形大桁梁

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例句與用法

Maximum principal effective stress
最大有效主應(yīng)力
Maximum principal stress theory
最大枝力理論
Maximum principal deformation
最大咒形
Deduction of failure criterion for geomaterials based on maximum principal shear strain
巖土材料最大主剪應(yīng)變破壞準(zhǔn)則的推導(dǎo)
In the middle of tunnel , maximum principal stress at horizontal is bigger than that at vertical , the magnitude is 17 ~ 23mpa , which formed the high stress site
隧道中部大埋深地段，最大水平主應(yīng)力一般都大于垂直主應(yīng)力。量級在17 23mpa左右，屬于高應(yīng)力地段。
( 6 ) the principal stress direction arised deflexion obviously after excavation , the maximum principal stress paralled to opening , minimum principal stress vertical to sidewall or vault
( 6 )數(shù)值模擬研究表明，隧道開挖后，主應(yīng)力方向發(fā)生明顯偏轉(zhuǎn)，最大主應(yīng)力與開挖臨空面平行，最小主應(yīng)力近于垂直。
Taking protective measures can obviously reduce the face slab ' s surface temperature drop - out range and the maximum principal stress amplification caused by temperature sudden drop , and the stronger protective measures are , the more obvious reduced effect is
采取保護(hù)措施，可以明顯削減氣溫驟降所產(chǎn)生的面板降溫幅度及最大主應(yīng)力增幅，保護(hù)措施越強其削減效果越明顯。
A bearing surface transmits the interaction between an arch dam and its foundation , the strength of which directly affects the constraint of the bedrock to the dam , and thus affects the stress and deformation of the dam . the influence is studied in this paper with nonlinear finite element method , as an example , for a high arch dam in design . the results show that the influence on stress is only limited within the local area near the bearing surface , larger on the maximum principal tensile stress than on the principal compression stress , and the decrease of the strength does not cause unlimited increase of the maximum stress . the influence on the displacement of the top of the dam is smaller than that of the bottom of the dam , especially the relative downstream displacement . at the lower strength of the bearing surface , the relative downstream displacement at the bottom of the dam increases with the decrease of the strength
建基面是傳遞拱壩和基巖相互作用的紐帶，它的強度直接影響基巖對壩體的約束，從而影響壩體的應(yīng)力和變形.采用非線性有限單元法，以設(shè)計中的某高拱壩為例，分析建基面強度對壩體應(yīng)力和變形的影響.結(jié)果表明建基面強度對壩體應(yīng)力的影響僅限于建基面附近的局部范圍，對最大主拉應(yīng)力的影響要大于對最大主壓應(yīng)力的影響，建基面強度的降低不會無限地增大壩體的應(yīng)力數(shù)值；建基面強度對壩頂位移的影響較小，但對壩底位移(尤其是順河向相對位移)的影響較大，當(dāng)建基面強度較低時，壩底順河向相對位移隨建基面強度的降低而增大
Research shows that four factors have great influence on the formation of complex rock mass . first , rock mass subjected six times of tectonic movement during long period of geo - history , each tectonic movement produced fractures and associated joints corresponding to the orientation of maximum principal stress and deteriorated the properties of fractures formed at former period ( s ) . second , down - cutting of langcangjiang river produced unloading fractures
采用了四種巖體質(zhì)量分級評價方案對研究區(qū)巖體質(zhì)量進(jìn)行了研究，這四種方案包括：工程巖體分級標(biāo)準(zhǔn)( gb50218 - 94 ) 、水利水電圍巖工程地質(zhì)分類( gb50267 ? 99 ) 、巖體rmr分類( bieniawski , 1973 ) 、巖體質(zhì)量指數(shù)z分級(小灣, 1995 ) 。
The surface of natural fracture ( crack ) is parallel to the orientation of maximum principal stress . the principle orientation of anisotropic permeability reservoirs agrees with the orientation of the maximum principle stress . many engineering problems ( e . g . bore - hole stability , casing deformation failure during drilling , reasonable arrangement of wells , the optimum design of hydraulic fracture and so on ) are influenced by the in - situ stress orientation
天然裂縫面和裂隙面與最大主應(yīng)力方向平行；在各向異性低滲透率油田中主滲透率方向與最大水平主應(yīng)力方向趨向一致：在鉆井過程中井壁穩(wěn)定性，套管變形和損壞，油田開發(fā)井網(wǎng)合理布置、水力壓裂優(yōu)化設(shè)計等都與地應(yīng)力方向有關(guān)。

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