有恢復力的 的英文怎麼說

中文拼音 [yǒuhuīde]
有恢復力的 英文
recuperative
  • : 有副詞[書面語] (表示整數之外再加零數): 30 有 5 thirty-five; 10 有 5年 fifteen years
  • : Ⅰ形容詞1 (重復) repeated; double; duplicate 2 (繁復) complex; compound Ⅱ動詞1 (轉過去或轉過...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • : 4次方是 The fourth power of 2 is direction
  1. According to hysteretic properties under low - cyclic loading and some other suggestions, the moment - curvature restoring force computation model of unbonded partially prestressed concrete section, which considering the ppr, is given

    此外由於施加了預應,使得該結構具良好特性。本文還根據試驗結果和相關參考文獻提出了考慮不同預應預應扁梁截面彎矩?曲率計算模型。
  2. To hybrid minghui 63 of strong restore ability and high combining ability as female parent and yunnan soft rice dianlong 201 as male parent, the scent soft rice restore wenhu 206 with qing scent, strong restore ability, high combining abulity, disease resistance and high adaptability is selected according to the method of high quality and high quality combining, scent and scent combining, the crosses between wenhu 206 and scent cms line yixiang 1a, wenfu 7, a new scent soft rice combination is selected

    摘要以生產上廣泛應用強、配合63作母本,和雲南優質軟米水稻良種滇隴201作父本進行雜交,成功選育出清香味、強、配合高、抗病和適應性強香型軟米水稻系文206 。
  3. 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

    為進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,對基礎隔震結構多維地震反應及平?扭耦聯地震反應開展了以下幾方面研究工作:根據隔震系統學性能特點,在現研究成果基礎上,對隔震系統計算模型進行了改進和創新,提出了普通疊層橡膠支座單向及雙向耦合粘彈性計算模型,鉛芯疊層橡膠支座單向及雙向耦合粘彈塑性微分型計算模型,摩擦滑動支座單向及雙向耦合修正粘塑性微分型計算模型。
  4. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能研究與發展現狀,針對建築抗震設計規范( gb50011 - 2001 )和砌體結構設計規范( gb50003 - 2001 )中墻體抗震驗算公式中不足之處,通過單片墻和帶翼緣墻在垂直荷載和水平反荷載作用下對比試驗,研究了帶翼緣墻在水平反荷載作用下特性曲線、磚墻破壞特徵以及縱墻影響等,翼緣墻存在,主墻抗剪能可以提高31 ,剛度及變形能也均較大提高結論,墻體驗算公式中應當考慮縱橫墻共同作用影響。
  5. The popular latex band and tube, for example, are strong pulling force, its expansion rate up to eight times or more, it is hard to broken, the bright colour never fades with non - toxic to human health. our products have been meeted the en - 71, sgs and strength character test etc. we exported to the global market for more than 10 years with the turnovers about usd 2, 000, 000 each year

    主要產品系列運動面具寵物玩具等其它各種相關乳膠製品系列。本廠乳膠製品不易老化耐用色澤鮮艷不易褪色不易裂著極優伸展產品都經en - 71和拉測試環保檢驗合格。
  6. The conservation of ecosystems and natural habitats and the maintenance and recovery of viable populations of species in their natural surroundings and, in the case of domesticated or cultivated species, in the surroundings where they have developed their distinctive properties

    是指保育生態系和自然生境以及維持和物種在其自然環境中生存族群;對于馴化和栽培物種而言,是指它們在其中發展出其明顯特性環境之保育。
  7. It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story. based on the available references, the five - spring line element, the three - spring line element and the multiple vertical - line - element model are introduced to model special column, beam and shear - wall, the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure. acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas

    為進一步研究這種雜高層建築結構彈塑性性能,本文在國內外現研究基礎上,提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、梁和剪墻,推導了相應剛度矩陣並給出了模型;結合試驗研究和精細限元分析結論,提出線性和非線性單元相結合,剛性樓板假定和彈性樓板相結合建模方法,較好地解決了空間結構彈塑性分析中佔用計算機資源較多問題;接大型限元分析程序? ? ansys ,在上述建模思路指導下建立了結構空間非線性分析模型,進行了空間三維彈塑性時程分析。
  8. Based on behavior of joint core under cyclic reversal load, according to actual measurement load - displacement hysteresis loops, slip of longitudinal reinforcement passing through joint and shear deformation of joint in a serial of beam - column subassemblage tests, the typical slip hysteresis model of longitudinal reinforcement passing through joint and typical shear deformation hysteresis model of joint are proposed in this paper

    本文以節點特性及規律為基礎,基於若干樑柱組合體低周交變加載試驗實測節點滯回曲線以及從中分離出來貫穿節點梁筋滑移變形結果、節點剪切變形結果,分析總結得到一定代表性梁端剪與貫穿節點梁筋滑移之間和梁端剪與節點剪切變形之間滯回關系模型。
  9. According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ), furthermore, based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads, the interacting behavior of the r. c frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r. c frame column are compared, the seismic behavior is evaluated by the comparison of strength, stiffness, ductility, restoring force characteristics as well as energy consumption ability. it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory

    因此,為了探討這類剪墻結構抗震性能,本文以我國現行《建築抗震設計規范》 ( gb50011 - 2001 )要求為基礎,通過1 15縮尺比,將一縱向框架一剪墻原型結構中墻結構模擬為一個試驗模型並對其進行了偽靜加載試驗,研究了墻板與邊框柱共同工作性能,分析了帶邊框柱中高剪特點、破壞及耗能機理,並從承載、剛度、變形、延性及特性等方面綜合評價了其抗震性能,得出了一些設計理念和方法。
  10. Since the shape memory alloys re - centring damper is provided with hysteretic curve in the " double flag " type, to suppress the response of structure and get the capacity of fully re - centring, the new isolation system combining the above damper with laminated rubber bearing is proposed

    形狀記憶合金自位阻尼器具獨特雙旗型曲線,本文提出將這種阻尼器與疊層橡膠墊組成新型隔震裝置,以期在降低結構地震反應同時還能夠獲得震后位功能。
  11. Secondly after damage model of structure is analyzed and considering of rigid degradation in crossing section of structure, the damage index is defined by rotation rigid of element side and the model of damage of crossing section is developed. meantime, the damage model of structure is built by idea that damage index of elements endowed weight are added linearly

    其次,在對現結構損傷模型分析之後,考慮到構件截面模型中卸載剛度退化現象,作者基於構件端部截面轉動剛度定義了構件損傷指標,建立了構件層次上損傷模型。同時考慮到結構損傷前後固頻率變化,運用線性加權求和思想建立了結構層次上損傷模型。
  12. Because there are no horizontal fluid restoring forces in ship motion, the responses such as sway and yaw in time domain will not converge to a stable state

    由於船舶在水平面內沒(矩) ,導致時域計算中水平面內船舶運動發散。
  13. Considered that the maturity of deep - formation source rocks is relative high and the practical tested geochemical index ( remnant organic carbon, hydrogen index etc ) can not objectively reflect the original abundance and original hydrocarbon - generating potential of organic matter in source rocks, original hydrocarbon - generating potential and original organic carbon of organic matter are restored from progressive recurrence using chemical kenetic models to calculate hydrocarbon - generating rate in this paper

    本文利用化學動學模型計算生烴率,建立並實現了通過逐步遞推來機質原始生烴潛和原始機碳。研究結果表明,松遼盆地北部深層生烴潛可達到46倍,原始豐度可達到2 . 2倍。
  14. The analysis model used by this paper is proved that the accuracy is enough, so the accuracy of the material model plays an important role

    本文所用分析模型(纖維模型樑柱單元)對于以彎曲破壞為主樑柱分析已經具足夠準確度,因此主要依賴于單軸材料模型合理性。
  15. Certainly, the results haven ' t been pleasing, but jackson said he was happy with the effort and professionalism shown by reserve center chris mihm, who has had difficulty rounding into form after missing all of last season because of an ankle injury

    當然,現在這個結果並不另人滿意,但傑克遜說,他很高興看到替補中鋒米姆表現出來和專業精神,米姆由於腳踝受傷缺席上賽季整個賽季后還沒到以前狀態。
  16. During the follow - up period of 9 months, his visual status didn ' t recover

    在之後九個月追蹤中右眼視並沒
  17. We will do our best to verify account ownership using the information you have provided and try to recover your account

    我們將盡我們最大通過您提供信息來驗證賬號權並爭取賬號。
  18. The test results show that both the permeability of sandstone and that of granite with a single fracture decrease with increasing effective stress, following the law of exponential decay. the permeability sensitivity of granite to effective stress is more stronger than that of sandstone, but the permeability recovery capability of sandstone is more stronger than that of granite

    試驗結果表明,在圍壓升降過程中,砂巖和單裂隙花崗巖滲透率均隨效應西南交通大學博士研究生學位論文第日頁增加呈負指數規律減小,但單裂隙試件滲透率對效應敏感程度遠大於砂巖,而砂巖滲透率程度則遠大於單裂隙試件。
  19. For a class of linear systems or the systems containing a nonlinear recovering force, it is discussed how to make them become chaotic systems by adding a nonlinear feedback unit, and the parameters estimation method of the system is introduced

    在系統參數估計應用方面,討論了對於一類線性或含非線性系統,如何通過加入非線性反饋環節使其處于混沌態。然後介紹了這種混沌系統參數估計符號動學方法。
  20. In both cases the fed eased, financial markets absorbed the shock, and the economy proved resilient

    在這兩種情況下,美聯儲放鬆銀根,金融市場緩沖了沖擊,經濟證明是有恢復力的
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