節裂果 的英文怎麼說

中文拼音 [jiélièguǒ]
節裂果 英文
biloment
  • : 節構詞成分。
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : Ⅰ名詞1 (果子) fruit 2 (事情的結局; 結果) result ; consequence 3 (姓氏) a surname Ⅱ動詞(吃...
  1. The protein nucleic acid complexes were identified by autoradiography for 48 h. the psg5heo and igfbp - 6 promoter pcat vectors were transfected into cos - 7 cells with iipofectamin2000 ; these cos - 7 cells where treated with 1 jxm e2, with lonm tcdd and with both lonm tcdd and 1 jxm e2, individually ; the cat protein was examined by cat - els a. results : the congenital skeletal defects in fetal rats were induced with 10 - 15ug / kg tcdd or with 100 - 140 mg / kg ra with dosage - dependence effect. the igfbp - 6 mrna in rat calvaria tissue and mc - 3t3 - el cells were increased with tcdd and ( or ) ra, whereas the cell proliferation and igf - 2 mrna in mc - 3t3 - el cells was decreased in the status of e2

    : tcdd在大鼠胚胎發育時期具有骨骼致畸作用,骨骼發育畸形包括:內翻足、脊柱、顱面骨發育缺陷、無尾畸形等;隨著tcdd濃度的升高( 10一15林擴kg ) ,致畸率明顯上升( 14 . 7 %一24 . 6 % ) ; tcdd和ra聯合用藥可以增強對大鼠骨骼發育的致畸效應; e :對成骨細胞內igf一2基因有正性調作用,對igfbp一6基因有負性調作用, tcdd可以抑制e :對細胞內xgf一2和igfbp一6的調作用。
  2. Based on the line spring model of rice and levy, this paper sets up eight nodes line spring element and its stiffness matrixes and works out a program consist of prism element, hexahedron element and line spring element

    編制了五面體單元、六面體單元和八點線彈簧單元相結合的計算程序,計算了t型板接頭表面紋的應力強度因子,計算值與光彈性試驗結吻合較好。
  3. The calculation results indicate that the outboard of drum walls fall in plastic yielding at the same time the rising cooling water reaches the height of that point and the yield region becomes narrower and narrower when it comes closer to the circumferential strake weldments, which explains the reason coke drums experience bulging and cracks occur in the weld seams portions of shell to shell after long in service

    計算結表明:塔壁外側在冷卻水面到達的瞬間進入塑性屈服,筒中部塑性屈服區較大,當靠近焊縫時塔壁的塑性變形區逐漸縮小直至消失,塔壁塑性屈服區的分佈特點解釋了塔體長期使用后發生鼓凸變形及簡體與焊縫連接處產生紋的原因。
  4. Based on the experiment results, the damage form of abnormal exterior joint are summarized, characteristics of hysteresis curve are studied, the effect of stirrup ratio and height of column section and beam section on anti - shear property of abnormal joint are discussed, working mechanism of abnormal exterior joint is researched, the conclusion that the anti - crack and bearing capacity of abnormal joint are studied by analyzing the minor core of abnormal exterior joint is proposed, the basic data is provided for the design formula of abnormal joints

    根據試驗結,總結了異型邊點的破壞形態,研究了點滯回曲線的特徵,討論了點核芯配箍率、樑柱截面高度變化對異型邊點抗剪性能的影響,分析了異型邊點的受力機理,提出應以「小核芯」為分析單元來研究此類點抗和承載力的建議,為異型點設計公式的建立提供了基礎數據。
  5. Based on the pseudo - static experimental results of nine abnormal joints, the damage process of abnormal joint is divided into four stages of original crack, entire crack, ultimate state and failure, the effect of axial force ratio, stirrup ratio and height of column section on seismic behavior of abnormal joint are discussed, the conclusion that anti - shear capacity of abnormal joint are studied in entire crack state by studying the minor core of abnormal joint is made, the calculating formula for anti - shear capacity of abnormal joint is proposed with a view to asymmetry in stirrup yield

    摘要根據9個鋼筋混凝土框架異型點試件的擬靜力試驗結,指出異型點受力過程分為初、通、極限和破壞4個階段;討論了軸壓比、點核芯配箍率、柱截面高度變化對異型點抗剪性能的影響;提出應考慮點核芯區箍筋屈服的不均勻性並在通狀態下以「小核芯」為分析單元來研究此類點抗剪承載力的建議;最終給出了異型點抗剪承載力的計算公式。
  6. Varieties of dynamic intensity factors in the crack - tip field, extensions of cracks going through the joint planes for different distances between hole and joint were analyzed especially under the condition that the initial cracks and joint planes had different separation angles

    實驗結分析表明,爆生紋穿過理面時,紋尖端的動態強度因子和紋擴展速度顯著下降,穿過理面后,強度因子又增強;紋穿過理面時,紋會沿理面偏離一段距離后沿原方向繼續擴展。
  7. If the quantity of the beam stirrups is not enough, the wide beam would have more crack in the joint area thus decrease bearing capacity and ductility of joints

    點區的寬梁箍筋數量不足,寬梁在點區將出現較多斜縫,最終使結構的承載力和延性變差。
  8. Reduction crack in the pumping transfer concrete during the megathermal climateit is a diffcult problem. the unit undertaking project of no : 4 pump station for diverting water from the south to the north make a beneficial explore form the design of mix proportionging, control and the concret placing temperature to control the crack extension those experience can be referenced by the unit in charge of large scale pumping station project

    摘要高溫季泵送混凝土縫控制的當前工程界一個難題,南水北調淮安四站工程建設中,建設單位科學安排、精心施工,從控制混凝土配合比、入倉溫度等多方面著手,對混凝土縫控制技術進行了有益的探索,並取得了預期的效,為混凝土抗技術積累了經驗,對同類型泵站的施工具有重要的參考意義。
  9. High - temp molanstone heat - insulation brick is made with domestic newest energy - effcient fire - proof material by using advaned technologies introduced from abroad. it has the strengths of heat - resistance, high intensity, low heat - conduction coefficient and remarkable energy - saving effects. it can be used in petrolum partition kiln, metallurgical hot stove, ceramic kiln, tunnel kiln, and as linings of many electric stoves. it can also used on fire directly. according to the testing of relevant authorities, this product has reached standards of products from foreign competitors

    高溫莫來石質絕熱磚是我國引進的新技術,國內最新型的能耐火材料,具有耐高溫、強度高導熱系數小,能效顯著等特點,適用於石油介爐、冶金熱風爐、陶瓷輥道窯、隧道窯、電瓷抽屜窯、玻璃坩堝窯及各種電爐的內襯,可直接接觸火焰、經有關技術監督部門檢測及使用,產品達到國外同類產品的技術指標。
  10. Their flowers and fruits were removed in this experiment to enhance them to take branch roots on the stems, and then the branch roots were used as materials. five mitosis metaphase cells, with their chromosomes well scattered, were counted. chromosome number of hup is 2x = 24, and its karyotype formula is 2n = 2x = 24 = 8m + 12sm + 4st, being to " 3b " of stebbins

    本實驗採取去其花、實,促其莖上長側根的辦法,以其側根為實驗材料,統計了5個分散較好的有絲分中期細胞,其染色體數目為2x = 24 ,核型公式為2n = 2x = 24 = 8m + 12sm + 4st ,核型類型為3b型。
  11. The main contents are as follows. by the experiments of two joints under low - reversed cyclic loading, the paper analyzes the failure pattern, energy dissipation, ductility and cracking in the joint cores, evaluates the seismic performances and anti - crack behaviors of the joints, and deduces the anti - crack formula of the subassemblage and prestressed frame joint. through the fini te element analysis software ansys, the paper analyzes the specimens nonlinearly, and the theoretical analysis results are well consistent with those of the experiment

    主要內容包括:通過兩榀點在低周反復荷載作用下的試驗,分析其破壞形態、耗能能力、延性性能和點核芯區縫開展情況,評估點的抗震性能和抗能力,推導出預壓裝配式框架點的抗驗算公式;並運用ansys對試驗中的點進行了非線性分析,計算結與試驗結基本吻合。
  12. Results showed that the temperature distribution of the traditional embankment was asymmetrical ; the asymmetrical status was changed after ripped - rock revetment was installed and the soil under the ripped - rock was cooled obviously ; the ripped - rock revetment could cool embankment and adjust the temperature difference between the north - facing slope and the south - facing slope ; the ripped - rock revetment was an available technique to protect embankment from thawing settlement and longitudinal cracks in permafrost regions

    表明:普通路基的陰陽坡兩側溫度分佈極不對稱;鋪設拋石護坡后,這種狀況得到了很大改善,並且拋石護坡下土體溫度明顯降低;拋石護坡能夠降低路基溫度和調路基陰陽坡的溫度差異;拋石護坡是多年凍土區防治路基融沉和縱向縫病害的一種可行措施。
  13. If anything, the jamboree in libya may have worsened things by further dividing the rebels into those who got a pat on the back for coming and those who did not

    有什麼事情發生的話,利比亞的政黨集會可能會把事情弄的更糟? ?他們會把一些美言幾句就能變的叛軍拉攏過來,從而就把叛軍進一步地分
  14. For the laminate which contains a crack, the suggested patch shape is rectangle, the patch thickness is equal to the parent laminate and the patch stacking sequence is the same as the parent laminate. because the length and the width of the patch have the fewer influence on the repair effect, the patch has the least weight on the basis of enough edge distance, end distance and space having been promised

    ?對于含紋復合材料層壓板,長方形補片的長度和寬度對修補效沒有非常明顯的影響,因此在保證連接邊距、間距和端距的條件下,補片大小的選擇應該以省重量為原則;而當補片的鋪排順序與母板相同、相對厚度為100時能夠獲得比較好的修補效
  15. " currently throughout the whole of kinmen, in districts like this, there are 68 monitoring stations. by checking water volume and pressure we can predict if we have a leak.

    靠電腦偵測,如水壓突然變小,水量瞬間增大,很可能就是管線破漏水。因為這套系統,去年漏水量到兩百萬噸,在金門水資源短缺,而水和漏水的議題,是未來要繼續解決的議程。
  16. Through comparing and analyzing of bearing capacity, development of crack and strain of reinforced, the results show that the load - deflection plots f or specimens from the finite element analysis agree well with the experimental data, and choosing the rightful stress - strain relationship, utilizing ansys program, the test process can be well simulated. at the same time, making used of the program, the traditional shear wall is analyzed. it shows that comparing with the traditional shear wall, the hollow shear wall ' s cracking load drop 16 %, yield load and failure load drop 13 %, stiffness drop 13 % ~ 22 %

    其次在試驗的基礎上,將試驗手段、有限元數值模擬方法和理論分析結合起來,利用有限元程序ansys對其中的兩片墻板進行非線性有限元分析,並對前後的承載性能,縫發展、鋼筋應變進行了比較和分析,結表明有限元點模型分析的荷載-位移曲線和試驗測得數據符合良好,選用合理的材料本構模型,利用ansys可以較好的模擬試驗過程;同時利用有限元模型對比分析了普通剪力墻和空心剪力墻,空心剪力墻與普通剪力墻對比,其開荷載下降16 ,屈服荷載、極限荷載下降13 ,剛度下降13 22 ,開至屈服、屈服至極限荷載階段的剛度衰減規律與普通剪力墻基本一致,空心剪力墻的後期剛度比較穩定。
  17. The results show the moment developing course of flow over flat wall and the evolvement of coherent structure, and also completely simulate all kinds of detail processes in development of boundary layer over flat wall, such as the generation and rise of low - speed stream, the extension and rupture of horse - hoof - shaped vortex and so on

    模擬結給出了平壁流動的瞬態發展過程以及流動中擬序結構的發展演變過程,成功地模擬了平壁邊界層發展中的各種瞬態細過程,如低速條帶的產生、上舉過程,馬蹄形渦的拉伸變形、破過程。
  18. The size and shape of the crack front were updated using the result of finite element program, and then the crack propagation was simulated by moving the node

    利用有限元計算的結來自動更新紋前沿的尺寸和幾何形狀,並使用點移動法來模擬紋的擴展過程。
  19. Cleavage and fracture have a strong impact on blasted result for rock mass

    摘要隙對巖體爆破效有很大的影響。
  20. The results indicate that the fatigue fracture in early stage on the coupler was caused by lower silicon content, worse mechanical property and improper mechanical processing

    表明,由於聯軸硅含量太低、力學性能不好、機加工不當,導致聯軸早期疲勞斷
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