梁間的 的英文怎麼說

中文拼音 [liángjiānde]
梁間的 英文
interspar
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  • : 間Ⅰ名詞1 (中間) between; among 2 (一定的空間或時間里) with a definite time or space 3 (一間...
  • : 4次方是 The fourth power of 2 is direction
  1. 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 ,考慮構件相互作用,建立了三維有限元模型,重點對以下幾個方面進行深入探討:首先,在對復雜結構進行三維有限元模型建立時,格法是分析橋樑上部結構比較實用而且有效分析方法。
  2. Arcuated built - up system bridges are one of bridge structural styles, which are used extensively at present. on one hand, because of complexity and diversity of this kind of structure, current engineering experiences have not satisfied design requirements no longer. on the other hand, towards this kind of structural system traditional methods simplify complicated structures into planar structures, these methods neglect apparently spatial action among members, especially those primary bearing load members along lateral direction of bridges

    拱式組合體系橋是目前廣泛採用一種橋結構形式,一方面由於拱式組合體系橋結構復雜性和多樣性,現有工程經驗已不能滿足設計需求;另一方面對于這種結構體系過去傳統做法是將復雜結構簡化成平面結構,這種做法顯然忽略了構件之作用,尤其是沿橋橫向存在主要承力構件。
  3. By numerical calculation and analysis of bimorph and unimorph piezoelectric beams, the difference and applicable scope between linear and nonlinear models were found

    通過對雙壓電晶片和單壓電晶片數值計算及分析得到線性與非線性模型之差別和適用范圍。
  4. In the course of working, , the plow will make use of the shuttling method so that it can dig alternately either on the left or on the right. compared to the unilateral plow, it can improve the productivity because it can help leave off the soil 、 take from the consumed energy and reduce the empty journey. to meet the requests above, we will use a remote cylinder with both a small cubage and double functions, approximately designing the plow to be columniform and symmetric. after the experiment for a period in the field, we found that the most frayed areas had happened at the places of both plow shank and share and at the same time the base of the remote cylinder had ruptured suddenly

    與單向犁相比,其優點在於:耕地無開、閉壟,地表平整,降低了耕后整地能量消耗,減少了地頭空行程,因而大大提高班次生產率。為了滿足犁體梭式作業要求,我們採用了一隻小容積雙作用液壓油缸;同時對犁壁曲面形狀採用了近似圓柱形對稱設計。但經過一段時試驗,我們發現:該犁犁胸部分犁脛和犁鏵上犁尖在工作中磨損較為嚴重;主犁和油缸缸體連接部分(即油缸底座)突然發生了斷裂,造成整個犁體無法正常工作。
  5. C zanne can be said to form the bridge between late 19th century impressionism and the early 20th century ' s new line of artistic enquiry, cubism

    塞尚可說是十九世紀末期印象派和二十世紀早期立體主義之過渡橋
  6. Young gaby : i hope the music will be the bridge between us

    小苯苯:願音樂成為你我之
  7. Either of the sides of an arch, curving down from the apex to an impost

    腋,拱腋拱門上任意一個從拱頂到拱墩部分
  8. Does allogroomiog serve a hygienic function in the sichuan snub - nosed monkey to test the hygienic functional hypothesis of allogrooming in the sichuan snub - nosed monkey, we analyzed the distribution of such behavior over the body surface of individuals in the west ridge troop in the yuhuangmiao region of qinling mountains, shaanxi province, china. based on 113 days of observations of the troop, 293 allogrooming bouts were obtained by focal - animal sampling. we divided the body surface of the monkeys into 17 areas

    第二章川金絲猴理毛行為是否符合衛生功能應用目標動物取樣法,在113天跟蹤觀察(有效觀察時351小時)基礎上,收集了293個相互理毛回合( bout )數據,對秦嶺川金絲猴( rhinopithecusroxellana )玉皇廟西群個體相互理毛進行了分析,檢驗相互理毛是否符合衛生功能假說( hygienicfunctionhypotheses ) 。
  9. The volcanic rock age and the age of the qiangtang formation determined the wudaoliang group between 20 - 5ma, discovering a flood of spore and pollen with ostracods fossils ( regard eucypris as principle ), which are miocene epoches typical numerator, therefore wudaoliang group accumulate in miocene epoch is doubtless ; 9 - 2ma are the age of the suonahu formation based on the data of the esr, which were characteristic of later period in miocene epoch - pliocene epoch, spore and pollen with fossil all were miocene epoch period

    由火山巖和覆于其上羌塘組年齡限定五道沉積時為20 - 5ma ,五道群中發現大量孢粉和介形蟲化石(以eucypris為主) ,分析認為它們都是中新世時期典型分子,因此五道沉積時為中新世是無疑;嗩吶湖組esr測年數據范圍為9 - 2ma ,代表中新世晚期?上新世時期,孢粉和化石都具有中新世時期特徵。
  10. The initial retrofit consisted of removing the gaps between the stringer flange and floor beam by providing shims.

    最初修復工作是通過墊片來消除縱翼緣和橫隙。
  11. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬式殿堂木結構構件及結構模型,對中國古代木結構中典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越之廣、側腳、生起、斗拱等構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面摩擦系數及摩擦力隨上部結構荷載變化規律; (二)通過單柱承載力試驗,測定了古建築中木柱受力變形特徵、破壞模式、及模型材料變形模量、極限承載力、極限變形等參量; (三)通過柱架低周反復荷載試驗,測定了柱架抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯極限承載力和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木構件與木構件摩擦系數,斗?抗側移剛度,斗?恢復力特性及滯回曲線,斗?抗壓極限承載力及受力變形規律; (五)通過抬式殿堂架模型振動臺試驗,測定了殿堂木構架結構自振周期,地震反應振形、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上屋蓋地震反應採用多點同步測量,對柱根滑移、榫卯變形、斗?變形、復位、耗能減振參數等進行了定量分析。
  12. Typical framed structures are beams, grids, plane and space frames or trusses.

    典型構架結構為、格柵、平面和空框架或桁架。
  13. The study in the paper starts with beam distortions, and it treats the plastic deformation area as pure bending sect, rest of the beam as rigid bodies. according to different shapes of the external tendons, it divides into three structural forms familiar in projects, that is the beams with no deviator, with a deviator and with two deviators, and studies the relation between the deformation of the external prestressing tendons and that of the beams, and derives the formulas of the ultimate stress increment of external tendons. in the formulas, the ultimate angle corresponding to half of the plastic deformation area is considered as a variable parameter

    本文首先從極限狀態下變形入手,將塑性鉸區看作純彎段,將塑性鉸以外區域看作剛體,按照體外預應力筋形狀不同,分工程中最常見三種體外結構形式,即無轉向塊直線型體外筋混凝土、具有一個轉向塊單折線型和具有兩個轉向塊雙折線型,研究體外預應力筋變形和變形關系,推導出以極限狀態下塑性鉸區之半對應轉角為參數計算體外預應力混凝土簡支以及連續體外筋應力增量計算公式,並進一步求得極限承載力。
  14. In this paper, the geogrids structure, the flexible beams strucrure, the geogrids and flexible beams structure are analysed with algor, and it is used to analys the influence of some paramenters. such as the modulus of structural layers, size of structure, place of structure, non - uniform settlements. and the contrast of the three structures is analysed in this paper. we can see the reasonable size and reasonable place through analyse. the analyse of the test road show that the structures worked well for about two years and the reflection cracks have not be found

    本文首先藉助algor有限元軟體對土工格柵處治結構、柔性枕處治結構及土工格柵與柔性枕復合結構進行了力學分析,包括各結構層模量影響規律分析,格柵及枕尺寸、位置影響規律分析,路基不均勻變形影響規律分析,各種處治結構對比分析等。通過分析,得出了各結構合理尺寸及合理布設方案。
  15. Consideration of the additional axial, two angular deformations generated by the bond slipping in anchorage zones of joints, the assumption is made, that the plane section of either end of a member before bond slipping of reinforcements remains afler bond slipping of reinforcements. additional deformations * contribution to stif ? nesses of plastic sub - elements is formed from the boundary nonlinearity of plastic stabelements. the space bond slip relation can truly compute bond slip in anchorage zones, additional def ? rmatinns, and their contribution to the space nonlinearity of a niember, has used iii space nonlinear analysis of columns and spandrel beams in this dissertation

    附加變形對塑性子區域剛度貢獻,看作是塑性子區域邊界非線性,建立了構件端部子區域基於構件邊界非線性鋼筋與砼之粘結滑移關系,能較真實地求得錨固區粘結滑移、附加變形以及他們對構件空非線性性能貢獻,並運用於柱、裙非線性分析之中。
  16. The section loss of steel bars and degradation of bond intensity were taken into consideration in this study in order to establish the finite element model of corroded reinforced concrete beam through simulating the bond slip behavior between steel bar and reinforced concrete based on nonlinear spring element

    摘要在考慮銹蝕引起鋼筋橫截面損失和粘結強度下降前提下,利用非線性彈簧單元模擬銹蝕鋼筋與混凝土之粘結滑移性能,建立了銹蝕鋼筋混凝土有限元分析模型。
  17. The marrow between the pink bone trabeculae seen here is nearly 100 % cellular, and it consists of leukemic cells of acute lymphocytic leukemia ( all ) that have virtually replaced or suppressed normal hematopoiesis

    如圖可見粉紅色骨小骨髓幾乎100 %是細胞,是由急性淋巴母細胞性白血病( all )白血病細胞構成,這些細胞實際上替代或抑制了正常造血作用。
  18. But this method could n ' t reflect the influence of the variance of pile capacity on capping beam internal force and the partaking of soil to the load. combined with the item " the optimal design theory and research of pile capping beam " financed by natural science fund of hunan province, a new method which can consider the pile - soil interaction and tide over the disfigurement of the winkler soil model is used to adjust the foundation base reactions in this paper. by this method, the proper solution about the internal force of capping beam can be achieved and the relative stiffness and the relative position of soil spring are thought out well

    本文結合湖南省自然科學基金項目「樁基承臺優化設計理論與方法研究」 ,考慮下土體和基樁對承臺共同作用,提出了能對下地基反力進行自動調整一種新型方法,其克服了文克爾地基模型所存在缺陷,該法在調整過程中,充分考慮了下各土體彈簧之相對剛度,相對位置,更接近承臺實際工作情況,有利於獲得承臺內力正確解答。
  19. The research shows that : 1 ) the ductility of the hsc bending members constructed is much greater than 5 ; 2 ) increasing the vertical links and distribution steel can increase the deflection under ultimate moment ; 3 ) with appropriate compressive bars, vertical links and distribution steel the increase of moment after yield and the decrease of moment under ultimate moment can be ignored, so the ductility of the hsc bending member is much larger ; 3 ) the width / depth ratio of hsc bending member has no obvious effect on the ultimate compressive strain of concrete ; 4 ) the method used here to calculate the deflection is applicable ; 5 ) the location of crack coincides with the location of vertical links and distribution steel ; 6 ) the bending property of the hsc structure under the blast load can meet the demand of protective engineering

    研究表明:本文研究、板構件延性比遠大於5 ;增加箍筋(鉤筋、分佈筋)含量,可以提高壓區混凝土剝落時撓度;在適當受壓筋、箍筋(鉤筋、分佈筋)含量下,可以忽略壓區混凝土剝落瞬承載力下降,從而大大提高構件延性;受彎構件寬高比對壓區混凝土極限應變影響不明顯;受彎構件裂縫距受箍筋(鉤筋、分佈筋)布置影響;文中所用承載力和變形計算方法是可行。化爆試驗表明,高強混凝土構件動載抗彎性能能夠滿足防護結構要求。
  20. On the evolution of yongwu poems in qi and liang dynasties

    論詠物詩在齊梁間的演進
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