有延性的 的英文怎麼說
中文拼音 [yǒuyánxìngde]
有延性的
英文
ductile-
( 3 ) according to the characteristics of the selected objects, the selecting processes and the practical problems in the process of establishing a scm - oriented ave, a three - stage plan and evaluation architecture of partner enterprise selection are presented and a multi - objective optimization model for selecting partner enterprises in aves are given. by means of the methods of integer planning, benchmarking, analytic hierarchy process ( ahp ) and so on, the fuzzy values of critical decision - making factors ( such as
通過實際應用驗證,該erp系統具有統?一致的信息編碼、較好的開放性、集成性、外延性,併兼顧了自動與人工、通用化與行業化兩方面,使系統具有較高的柔性和較強的實用性,可輔助企業實現科學、可靠的產品報價和即時生產it卜該erp系統既不失mnyll的系統性和嚴密性,又保持了jiFurther expansion is planned, with the emphasis increasingly on developing foreign business v firstly via the offices which have already been set up in the netherlands for benelux, denmark for scandinavia, great britain, spain, france, italy, asia, eastern europe cis and the close sales partnership in the usa, and secondly by developing our nettetal sales department, in order to provide better support for our sales partners in additional countries
Terratec並不自滿于德國市場的亮麗表現,對于未來的企業版圖與市場擴張有其持續性與全盤性的規劃,業務推展重點已將觸角延伸于發展其海外市場。首先, terratec的海外據點相繼成立:荷蘭丹麥英國西班牙法國義大利東歐亞洲以及美國,接著擴編terratec nettetal總部的營業部門,為其餘海外國家當地的經銷商及事業伴提供最好的技術和銷售支持。It can be seen from the results that the control beam had good plastic property in the static failure experiment after two million fatigue loading circles. all specimens with corroded main bars were failure under the fatigue loads within one million fatigue circles. fatigue lifespan of reinforced concrete beam was sharply shortened after main bars corroded in it and the beam was destroyed bristly without any prediction
試驗結果表明,振動測試不能夠對銹蝕鋼筋混凝土梁的疲勞破壞做出可靠的預測;對比梁在經過200萬次疲勞循環加載后的靜力試驗中仍表現出良好的延性破壞特徵;銹蝕梁在100萬次疲勞循環內均因主筋疲勞斷裂而破壞;主筋銹蝕使得梁的疲勞壽命急劇縮短;梁發生脆性破壞而沒有徵兆。Chapter 4 designs and determines the parameters of the algorithm adopted in the instrument system. analyzes and compares the different effects to frequency estimation when using digital filters with different group delay ; determines the data length, a parameter of frequency estimation ; introduces the method of available judgment of sensing signal and determines the judgment threshold as well
第四章設計和確定了儀器系統軟體演算法的部分參數:分析和比較了不同群延遲特性的數字濾波器對頻率估計的影響;確定了影響頻率估計參數?數據長度的取值規律;給出了判斷傳感信號有效性的檢測方法並確定了檢測門限的取值規律。Conventional strategies include baby bonuses, family benefits, extended maternity and paternity leave and more flexible working schedules for mothers
傳統的策略包括嬰兒獎金津貼、家庭補貼、孩子父母的延長休假以及孩子母親更有彈性的工作時間表。When it is impossible to stretch the elastic thread of historical argument further, when an action is plainly opposed to what all humanity is agreed in calling right and justice, the historians take refuge in the conception of greatness
每當歷史提到這些富有彈性的線延伸得不能再延伸的時候,每當那種行為與人類稱作善良,甚至稱作正義,已明顯相違背時,歷史學家們就乞救「偉大」這個詞的概念。This positive predictive value of 78. 5 % leads the researchers to estimate that if 5 patients with multinodular goiter exhibited the delayed washout pattern on dce - mri, 4 will probably have malignant lesions in the thyroid gland
通過78 . 5的陽性率使研究者們聲稱,如果5位多發甲狀腺節結具有造影增強的延後消退的影像,那麼其中的4位在甲狀腺中有惡性的病理變化。When the reinforcement is strongly bonded to the concrete, a strong, stiff, and ductile construction material is produced
鋼筋與混凝土牢牢粘結在一起,就產生出一種堅韌有延性的建築材料。Then the coupling beams with new reinforcement layout were made an inquiry into, and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last, based on the observations of the experimental phenomena and the analysis of the measurement result, and by the comparison of seismic behavior by making use of hysteretic response, ductility and energy dissipation behavior, a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms, and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams, so it is suitable to te tised in short coupling beams
本文通過對三根小跨高比(均為l h = 1 . 0 )剪力墻洞口連系梁在低周反復荷載作用下的試驗,了解了嚴格按《鋼筋混凝土高層建築結構設計與施工規程》 ( 2000年徵求意見稿)設計的連梁具有的抗震性能,研究了採取增大連梁配箍量同時加強縱向構造筋的方案對抗震性能的影響,並進一步對新的配筋形式的連梁進行了探討,了解了在連梁梁端配置多排交叉斜筋方案對連梁抗震性能的改善。通過對試驗現象的觀察和量測結果的分析,利用荷載?位移滯回曲線、延性和耗能性能等指標對各個試件的抗震性能進行了比較,最後得出結論: 《鋼筋混凝土高層建築結構設計與施工規程》 ( 2000年徵求意見稿)不能保證小跨高比連梁具有較好的抗震延性:通過增大連梁配箍量同時加強縱向構造筋的方案對改善連梁的抗震延性的效果不太明顯;梁端配置多排交叉斜筋的連梁具有相對較好的受力性能,其延性和耗能性能等各項性能指標均優于普通配筋連梁,宜在深連梁中採用。Although these arguments about the validity of share markets are actually the continue of different faction points of view about the directions of china economic revolution since long time ago, and although the result is still unable to decided which is right or hard to say which is keeping the weather, one of the indubita ble things is that the problem of validity of china security markets has become an important topic in front of us which cannot be evasive when china carry out socialism market economy system revolution
雖然這場關于股市有效性的大辯論實則是關于中國經濟改革方向由來已久的不同派別觀點在股市上的延續,雖然這場辯論的結果仍然莫衷一是,很難說哪一方佔了上風,但毋庸置疑的一點是,中國證券市場的有效性問題,已經成為中國進一步實行社會主義市場經濟體制改革所無法迴避的一個重大課題擺在了我們面前。證券市場的有效性問題,可以從不同層面、不同角度進行研究。When the axial compression ratio increases more than 0. 42, the variation of the displacement ductility ratios is small ; when the stirrup ratio per unit volume increases more than 1. 9 %, the displacement ductility increases slowly ; with increasing the shear span ratio a, the displacement ductility increases for, < 1. 5, decreases for > 1. 5
當軸壓力系數增加到0 . 42以後,位移延性的變化較小;體積配箍率增加到1 . 9 %后,位移延性的增長減緩;當剪跨比小於1 . 5時,型鋼混凝土柱的延性系數隨剪跨比的增加而提高;但當剪跨比大於1 . 5時,隨著剪跨比的增加,型鋼混凝土柱位移延性系數有所降低。Studies have show that designing both the beam and the panel zone to participate effectively in dissipating the earthquake input energy is the appropriate failure mode
研究結果表明,柱腹板與梁翼緣同時進入屈服來共同耗散地震能量是一種較理想的破壞模式,有利於節點延性的發揮。Factually there is no assurance for ductility in this coefficient. furthermore, the seismic force is comparatively lower in design than in fact. both of them necessarily increase the seismic risk
實際規范中並沒有延性構造保證,加之我國當前設計地震作用相對偏低,更增加了地震破壞的危險性。Experimental results indicate that ( 1 ) the bearing strengths of the specimens decrease with the increase in the load eccentricity ratio while they increase with the increase in the steel ratio, and ( 2 ) binding bars help to improve the ultimate strength and the ductility of the eccentric - loaded specimens
結果表明,方形鋼管混凝土短柱試件的承載力隨著偏心率的增大而減小,隨著鋼管壁厚度(含鋼率)的增大而增大,設置約束拉桿有助於該試件極限承載力和延性的提高。Explicit exact solitary wave solutions for a new hamilton amplitude equation
線性有延遲的微分方程的解With the functions of high - rise buildings becoming more and more diversified, general structions can not meet the rigidity, intensity, ductility of the modern constructions. now there are some engineer ing cases, in which, the change of column grid between the standard layer upper part and community services layer under part could accomplished by the structural transfer floor
隨著現代高層建築功能的日趨復雜,常規結構已不能滿足剛度、強度及延性的要求,將上部標準層的小柱網變為下部公共服務層的大柱網,設置結構轉換層,目前在國內已有一些工程實踐。Therefore, from this background, this thesis discusses the modeling power of time petri net, gives an example which explains that time petri net has the function of " zero examination " ; presents a method of transforming a timed petri net to a time petri net. then, two necessary and sufficient conditions, defining classes of tpns which have the same boundedness and liveness behaviors as the corresponding classical petri nets, are presented in this thesis
所以本文就從這個背景出發,討論了tpn的模擬能力,並給出了tpn能進行「零檢驗」的一個例子,給出了另一種含時間因素的時延petri網向tpn的轉換方法,給出了保持活性、有界性的兩個時間區間上的充分必要條件,最後,給出了保持活性的結構上和動態上的兩個充分條件。Based on the simulating results of simply - supported box girders ( 39. 1m ) and continuous box girders ( 2 x 40m ), the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section. the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail. the differences of ultimate bearing capacity and the mechanical characteristics between the se
Lin簡支箱梁和2x40m連續箱梁為例,本文較全面地分析了預制節段拼裝體外預應力混凝土箱梁全過程受力特性和正截面彎曲破壞形態;研究了不同預應力配筋面積和預應力筋重心高度對預制節段拼裝體外預應力簡支梁極限承載力和延性的影響,以及體外預應力節段簡支梁與體外預應力、體內有粘結預應力整體簡支梁極限承載力和受力特性的差異。It is conclude that the hollow shear wall structure of r. c. with seams is a kind of ductile shear wall structure and can be widely used in engineering field
故此帶縫空心鋼筋混凝土剪力墻結構是一種延性的剪力墻結構,具有極佳的推廣價值。Using the model parameter from the dynamical experiment, the integrated parameters can be disassembled, thus the structure ' s frequency and the influencing coefficient of their oscillation mode are solved. it ' s tested from the model experiments and fem that the model given by the article has the virtue of explicit concept and convenient method and high accuracy, and it can give reference to evaluate the load capacity of bridge. in the end, in order to assess the existing bridge ' s seismic resistance performance, force reduction factor with ductility is recommended to reflect the seismic force of the structure during the elastic and plastic periods
另一方面,由動力相似理論建立了室內模型,並進行室內動力試驗,藉助量測到的模態參數分解出綜合參數,可以反推結構頻率及振型參與系數。試驗結果、有限元計算值表明,本文建立的模型概念明確、計算方法簡便、精度較高,可以為動測法評定橋梁結構承載力提供參考。最後,從延性的角度給出強度折減系數來考慮結構進入彈塑性階段的地震力,從而對橋梁的抗震性能做出評價。分享友人