action element 中文意思是什麼
action element
解釋
執行元件-
The paper is based on an arcuated built - up system bridge - zhongshan no. one bridge to be built in guangzhou, adopts the large universal finite element programme ansys, takes spatial action among members into account, establishes a three - dimension finite element model, and discusses the following several aspects : firstly, when three - dimensional finite model of a complicated bridge is founded, a beam - lattice method is a kind of applied and effective spatial analysis method, which is used to analyze superstructures of a bridge
本文以廣州市中山一橋為背景，採用大型通用有限元程序ansys ，考慮構件間的空間相互作用，建立了三維的有限元模型，重點對以下幾個方面進行深入探討：首先，在對復雜的橋梁結構進行三維的有限元模型建立時，梁格法是分析橋樑上部結構比較實用而且有效的空間分析方法。 -
Look from volitional element, the content with intended medical treatment is the psychological manner that hope or indulge harm result produce ; and the happening that medical treatment error is pair of harm results supports repellent, antagonistic psychology attitude, just dominate the error action below as a result of subjective and wrong psychology, just brought about the happening of the result
從意志因素上看，醫療故意的內容是希望或放任危害結果發生的心理態度；而醫療過失則是對危害結果的發生持排斥、反對的心理態度，只是由於主觀錯誤心理支配下的過失行為，才導致了結果的發生。 -
First shows the source of action learning, second explains the meaning of action learning, states the element of action learning, and finally proposes the strategy of action learning to recurrent education of teacher in nursery school
內容將首先說明行動學習的起源，其次說明行動學習的意涵，再者將提出行動學習的運作要件，最後將提出行動學習對幼兒教保人員在職進修的啟示。 -
While a 3d assembly model of blade - disc structure was established, a finite element model for calculating the vibration characteristics during blade - disc coupling was set up by taking into consideration of the coupling action of contact stress between blade and disc
摘要在建立了葉片與輪盤三維裝配模型的基礎上，考慮了由於裝配產生的接觸應力與葉片輪盤之間的耦合作用后，建立了葉片輪盤裝配耦合的振動特性計算的有限元模型。 -
Through the physical model experiment, the wave forces over submerged dyke and transmission coefficient are analyzed under the action of regular wave. in the test of wave forces, the rectangle - type submerged dyke is used as research object, and when analyzing the total wave forces, the effect of water depth before the dyke and that of the wave parameters is considered. based on the test, through the methods of multi - element linear regression, experimental formulae are given to calculate maximum total wave forces in horizontal direction, its relative vertical wave forces and maximum wave forces before and after the dyke, which are compared with the present formulae
在潛堤波力的研究中，選取矩型潛堤作為研究對象，在分析各個影響因素對潛堤波力影響的基礎上，選取兩個最主要的影響因素，即相對波高和相對水深作為研究重點，在物理模型試驗結果的基礎上，定性地研究分析了潛堤所受的總波力隨相對波高和相對水深的變化規律，並在此基礎上，利用多元線性回歸的方法，分別給出了在本文試驗條件下計算潛堤最大水平總波力及其相對應的垂向總波力的經驗公式以及計算堤前堤后最大總波力的經驗公式，並與已存在的計算公式進行了對比。 -
The aspheric optical element has many merits, for example, correcting optical aberrations, improving image quality, extending range of action, simplifying system organization, reducing the cost and reducing weight
現代光學系統中大量採用非球面鏡以矯正像差、改善像質、擴大視場、增大作用距離、簡化光學系統結構、降低成本、減輕重量。 -
3. calculating the portion and area of different wear form made by wear methenism with a coding method based on the margin element. and judging the action degree of wear methanism. 4
運用一種基於邊素的圖像輪廓編碼方法，應用圖像外圍輪廓的編碼法計算出不同磨損機製造成的磨痕形狀所佔的面積及在整個磨損主體中所佔比重，判斷磨損圖像不同磨損機制的作用程度。 -
Current, sort of candle of the car on the market is various, usually, should the element such as qi yan color and travel environment considers the new old rate of the action characteristic according to car candle, car, car integratedly
目前，市場上車蠟種類繁多，一般情況下，應根據車蠟的作用特點、車輛的新舊程度、車漆顏色及行駛環境等因素綜合考慮。 -
Introduced by prestressed pier in the gate of spillway in xiao xia hydroelectric power station, the text reasonably established 3 - d finite elements mechanic model by the advanced finite elements popular in the world which can expediently impose tension of anchor funicular at its place. it also considered possible diversified combination of loading, and indicated that the effect of its prestressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison. as a result, it vastly improved burdening state of pier. by analysis of 3 - d finite element method, it also gained the stress result indifferent boundary conditions such as breast wall joint support and fixed support, and the displacement result in diversified loading combination. those results gained the instructive and reference value in design of prestressed pier
本文結合黃河小峽水電站泄洪閘預應力閘墩這一工程實踐，採用國際上已成熟的有限元方法，合理地建立了預應力閘墩的三維有限元模型，該模型可方便地按預應力錨索的點位施加錨索預張拉力，考慮了可能發生的多種荷載工況組合，並與無預應力閘墩結構進行了對比分析研究，指出其預應力效果是明顯的，可以大大改善閘墩結構的受力狀態，通過三維有限元分析，還得到了胸墻簡支、固端不同情況下的應力成果和各荷載下的位移成果，這些成果的取得對預應力閘墩的設計具有一定的指導和參考價值。 -
On the base of prophase discussion which associated with the reliability of highway groundwork liquefaction estimation and the liquefaction preliminary decision, and on the base of soil dynamic experiments, through static - dynamic finite element analyses, this paper studied the groundwork soil anti - liquefaction raising ability which under the union action of highway roadbed and the substructure. also the paper had compared the calculated result with the flexible substructure
在本課題前期對公路地基液化判別式可靠性以及液化初判條件討論、土動力試驗的基礎上，通過靜、動力有限元分析，對公路路基?剛性基礎聯合作用下地基土的抗液化能力變化狀況進行了研究，並與前期柔性基礎的計算結果進行比較。 -
On the base of discussion which associated with the reliability of highway substructure liquefaction estimation and the liquefaction preliminary decision, through soil dynamic experiments and static - dynamic finite element analyses, this paper studied the substructure soil anti - liquefaction raising ability which under the union action of highway embankment and the substructure
在對公路地基液化判別式可靠性以及液化初判條件討論的基礎上，通過土動力試驗，以及靜、動力有限元分析，對公路路基?地基聯合作用下地基上的抗液化能力變化狀況進行了研究。 -
( 2 ) to clarify the distribution of the vertical stress of the web under the action of the vertical tendon, a three - dimension ( 3 - d ) finite element ( fe ) model is established to calculate the stress distribution of the web under the action of one bind and binds of vertical tendons and investigated the analytical method on vertical stress, the dispersion angle of stress and the calculation of the suitable spacing between the tendons
（ 2 ）為了研究腹板在豎向力筋作用下的應力場，本文建立了腹板的有限元模型，計算和分析了腹板在單根和多根力筋作用下的應力分佈情況，並探討了豎向應力大小的計算、豎向力筋的應力擴散角和合理間距計算等問題。 -
Honestly, the story itself is not interesting at all, it simply follows the cliches of the action fantasy genre. there is absolutely no surprising element. as we can see, the story is adapted roughly from a video game, it has a extremely straightfoward and simple plot, that it is more like a cartoon than a feature film
差勁之處-和蜀山傳一樣，此片的主線劇情十分簡單，說實在點，這是卡通片的情節，無論故事人物的思維和全片的格局，給人的感覺是它的觀眾對像是中小學生或鍾情卡通片的朋友。 -
This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization
半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。 -
On the basis of a large number of field geology investigation, the theory on engineering stratification was applied to analyze and study systemically rock mass structural surface of dam abutment, and further throw light on overall character of rock mass structure. by setting up definite structural level model and statistical model, and analyzing further numerical simulation of finite element, the action of rock mass stress and shape distortion has been recognized and apprehended in depth
本論文以現場地質調查為基礎，應用系統工程層次性理論，對壩肩巖體結構面進行了系統的分析研究，闡明了壩肩巖體結構的總體特徵，建立了壩肩巖體結構的確定性層次模型和統計模型，通過進一步的有限元數值模擬分析，深化對巖體應力形變作用的認識與理解。 -
Part ii, the source of the active obligation first of all, this section introduces the source of essence doctrine and formal doctrine in the sino - foreign criminal law theon " about the active obligation. based on the shape analyses of these formal and essence source, the source of the active obligation that the writer thinks ought to be the union of the formal and essence source, that is, on the one hand through probing into the norm kev element by form, the author thinks that the formal key element of the formal source is the following four sources : the statue source code is regulated demand in duties either the professional work the action before and the legal action. on the other hand, through the essence, the author probes the reasons of source and thinks that the essence key element is the doer " s exclusively controlling the legal right and interest confronted with pressing peril and depended on his action
第二部分作為義務的發生根據首先，本部分介紹了中外刑法理論中關于作為義務的形式來源學說和實質來源學說。在分析了形式來源和實質來源的基礎上，筆者認為不作為犯罪作為義務的來源應當是形式來源和實質來源的統一，即：一方面從形式上探討其規范的要素，認為不作為犯的作為義務來源的形式要素即我國刑法理論關于作為義務來源的四來源說：法律明文規定、職務或業務上的要求、先行行為及法律行為四種；另一方面從實質上探討其存在根據，認為作為義務來源的實質要素是指行為人對處于緊急危險狀態的法益的危險程度加劇或危險向危害結果的現實性轉化具有排他性支配。 -
Special - shaped column frame, its seismic behavior is studied and a new dissipating - seismic - energy structure, r. c. special - shaped column frame with viscoelastic friction damper ( f - ved ) is proposed and studied. a three - dimension solid element model is established for a special - shaped column frame to study its seismic behavior and time history responses under earthquake, some conclusion is drawn about its characteristics of force and displacement under horizontal earthquake action
為了進一步推廣和擴大異型柱框架結構的應用范圍，本文對異型柱框架結構在水平地震作用下的受力特點和抗震性能進行了研究，並提出在異型柱框架中設置粘彈性?摩擦阻尼器（ viscoelastic - frictiondamper ，簡稱f - ved ） ，對其進行了水平地震作用下的減震控制研究。 -
From above analysis, the thesis gets conclusions as following : ( 1 ) the frequencies of multi - tower building are so dense and the coupling in each mode is so evident that the cqc method instead of srss should be used to calculate the seismic action effect ; ( 2 ) torsion effects is distinct between the modes of asymmetry multi - tower structure and it is necessary to take translation - torsion coupling into account ; ( 3 ) the effect of the enlarged base rigid on the seismic properties is very big, the rigid ratio of the enlarged base to towers in asymmetry multi - tower structure should be designed in a proper range ; ( 4 ) the distribution of plane rigid is asymmetry because of the asymmetry layout of towers. the torsion effects of structure not only result in large torsion internal force in vertical element resisting lateral displacement, but also make large influences on the stress of transfer plate and near floors, thus it is necessary to strengthen those floors
通過上述分析，得出以下主要結論：多塔樓結構存在頻率密集現象，各振型間耦聯效應明顯，地震作用計算應採用cqc組合原則而不能簡單地採用srss組合原則；非對稱多塔結構的振型中，扭轉作用明顯，平扭耦聯效應值得考慮；裙樓剛度對整體結構的抗震性能影響很大，非對稱多塔結構宜控制裙樓與塔樓剛度比在適宜的范圍；非對稱多塔易導致平面剛度分佈不均勻，結構扭轉效應不僅在豎向抗側構件中引起較大的扭轉內力，對轉換層樓板應力有較大的影響，且延續至相鄰樓層，對相應樓層均應採取相應的加強措施。 -
Utilize overseas high - quality dished dual metallic piece as temperature gathering element, install thermal protector at the temperature sensitive position of water tank, collect the temperature changes of water tank on real - time basis and take the action of safe protection to water tank of car
利用國外優質碟形雙金屬片作溫度采樣元件，將熱保護器安裝在水箱溫度敏感部位，動態採集水箱的溫度變化，對水箱起到安全防護作用。 -
Utilize overseas high - quality dished dual metallic piece as temperature gathering element, make thermal protector and electronagnetic clutch of compressor in series, control disconnection and connection according to the detected temperature change of the body of the compressor and take the action of safe protection
利用國外優質碟形雙金屬片作溫度采樣元件，將溫控器與汽車壓縮機機體溫度的改變來控制離合器的斷開與接通，起到安全防護作用。
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