聯合滑進 的英文怎麼說

中文拼音 [liánjìn]
聯合滑進 英文
finnish step
  • : Ⅰ動詞(聯結; 聯合) unite; join Ⅱ名詞(對聯) antithetical couplet
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : Ⅰ形容詞1 (光滑; 滑溜) slippery; smooth 2 (油滑; 狡詐) cunning; crafty; slippery Ⅱ動詞(貼著物...
  • : 進構詞成分。
  • 聯合 : 1 (聯系使不分散;結合) unite; ally 2 (結合在一起) alliance; union; coalition 3 (共同) joint;...
  • 滑進 : sli-
  1. In order to develop and consummate the analysis theory and calculation method of base - isolated structures, based on the research on restoring force model of isolation systems and the analysis on the nonlinear seismic response of base - isolated structures, the analysis on multi - dimensional and lateral - torsional coupled seismic response of base - isolated structures is developed in this paper. according to the mechanical performance of isolation systems, detailed analysis and improvement of the present research, an unilateral and a bilateral coupled visco - elastic hysteretic model for rubber bearings, an unilateral and a bilateral coupled visco - elasto - plastic differential hysteretic model for lead rubber bearings, an unilateral and a bilateral coupled modified visco - plastic differential hysteretic model for sliding friction bearings are proposed

    一步發展和完善基礎隔震結構分析理論和計算方法,本文以隔震系統恢復力模型研究及基礎隔震結構非線性地震反應分析為基礎,對基礎隔震結構的多維地震反應及平?扭耦地震反應開展了以下幾方面的研究工作:根據隔震系統力學性能的特點,在現有研究成果的基礎上,對隔震系統恢復力計算模型行了改和創新,提出了普通疊層橡膠支座單向及雙向耦粘彈性恢復力計算模型,鉛芯疊層橡膠支座單向及雙向耦粘彈塑性微分型恢復力計算模型,摩擦動支座單向及雙向耦修正粘塑性微分型恢復力計算模型。
  2. ( 2 ) the fundamental methods of coordinating gis and professional statistic software to input and output data to have a hazard assessment of landslide are concluded

    ( 2 )總結出了gis和專業統計分析軟體協同工作、行數據轉入轉出坡危險性評價的基本方法。
  3. In this paper the formula, the technics, the dosage of the filler and the macromolecule coupling agent are studied which influence the technics condition, mechanical properties, structure configuration. also x - ray large angle diffraction, scan electron microscope, dta etc are used to analysis and test the properties of the pp / talc composites. conclusions as follows : 1

    本文系統地研究了復體系配方、工藝方法、填料及偶劑用量對復體系工藝條件、力學性能及結構形態的影響,同時利用廣角x射線衍射、掃描電鏡、 dta等對復體系的性能行了測試與分析,主要研究內容及結論如下: 1石粉的加入,雖然使pp的熔化時間增加,但是混煉能耗下降,有利於pp的加工;偶劑的加入,使pp的熔化時間增加,能耗略有降低,總體而言,對加工無不利影響。
  4. In addition, but also specially will set up a transportation plan organization, will planed strengthens between the organization as the improvement road invest the cooperation and a coordinated expert organization. the budget of this project is about 1. 4 million us dollars, chinese government will provide approximately 400, 000 us dollars including personnel and the material investment

    通過培訓,與會站長認為:金客車是中國超大的客車生產基地, lg潤油是世界最大的石油化工企業,原裝口,高粘度指數成油,二者強強,共同為金客車的使用者提供最優質的服務,給客戶創造價值。
  5. The results demonstrate that the method mentioned in this paper is correct, reliable and rational. on the basis of the conclusions, the reinforcing structure ' s internal forces of 2 landslide body of hongjiadu hydraulic power plant are analyzed with this method and the service behavior of the joint structures of anchor caverns and piles in the 2 # landslide body is studied. at the same time, the

    在此基礎上,文中用該方法對洪家渡水電站2 #塌體的加固結構行了內力分析,研究了洞樁結構在洪家渡水電站2 #塌體加固中的工作性態,計算了每個抗樁和錨固洞樁承受的下力,為實際工程加固設計提供了理、可靠的依據。
  6. The simulation results show the proposed method can effectively filter the impulse noise and deduce the negative impact on image smoothing by the median filter. ( 2 ) for the feature extraction, an improved barnard - log feature extraction algorithm is proposed

    並通過模擬說明該演算法能夠比較好的濾除沖激噪聲和減小中值濾波對圖像引入的平效應; ( 2 )針對特徵提取問題,採用與log特徵操作的方法,改barnard特徵提取演算法。
  7. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較,論證了對數螺旋線型比圓弧形作為邊坡的假設裂面具有較多的工程優點,並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序,以此作工具對裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究,得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論;採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡行分析,重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用,得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的理確定、二階開挖及支護比一階時具有較多的工程優點等結論;通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究,得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  8. According to the needs of gps / sins integrated navigation algorithm, the error models of gps and sins are studied respectively. the autoregressive ( ar ) models and autoregressive moving average ( arma ) models of gps positioning error are established based on the analysis of the properties of static gps positioning error data. and the neural network method to determine the ar model parameters is given

    根據gps / sins組導航演算法的需要,分別對gps和捷系統的誤差模型行了研究,在對gps靜態定位誤差數據特性分析的基礎上,建立了gps定位誤差的自回歸( ar )模型和自回歸動平均和( arma )模型,並用神經網路方法確定了ar模型參數。
  9. On the basis of brief introduction of the principle of data mining, the principle and the nucleus algorithm of associative law, this article analyzes the displacement monitoring data of a landslide by means of associative data mining

    摘要在簡要介紹資料挖掘的基本概念、關規則挖掘的概念及其核心演算法的基礎上,運用比較常用的關規則挖掘方法對坡監測信息行了研究,挖掘出來的關規則符坡實際。
  10. The cause of the piers ' displacement and the countermeasures i. e. mini piles and ground beams are discussed in the paper

    針對病害產生的原因,運用微型樁與混凝土地梁整治,阻止了福州橋臺的繼續移。
  11. First, because pipelines are so complex that controlled object is high order, delay, coupling, nolinear and time - varing, it is difficult to realize closed loop control for it using valid mathematic model. to resolve this problem, the paper presents a fuzzy - pid control algorithm with self - adjusting regulation factor. second, if a moving motor supplied by inverter power is switched to be supplied by power supply, the impact of overload - voltage and overload - current appears

    主要針對中、大容量供水系統中,由於供水管網鋪設復雜、彎管多、控制對象具有高階、滯后、耦、非線性及參數時變的特點,難以利用有效的解析式數學模型行閉環控制,以及多臺水泵並運行時,水泵電機由變頻電源供電向工頻電源供電切換過程中產生的過電壓過電流沖擊這兩個難題,提出了可調整因子fuzzy - pid控制演算法及利用鎖相環控制實現水泵電機由變頻電源向工頻電源的同頻同相平切換。
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