核下區 的英文怎麼說

中文拼音 [héxiàqū]
核下區 英文
infranuclear region
  • 核 : 核構詞成分。
  • 下 : 下動詞1. （用在動詞后,表示由高處到低處） 2. （用在動詞后, 表示有空間, 能容納） 3. （用在動詞后, 表示動作的完成或結果）
  • 區 : 區名詞（姓氏） a surname
  1. Effect of raphe dorsalis and locus coeruleus stimulation on evoked potential in hypothalamic arcuate nucleus area

    刺激中縫背核和藍斑對下丘腦弓狀核區誘發電位的影響
  2. A large number of neurons with nig - li were seen in the anterior olfactory nuclei, accumbens nucleus, septal area, 09600045, 39970377, 39570109 ) 9 ventral pallidum, pallidum, caudate putamen, nucleus of the stria terminalis, anterior hypothalamic area, tuber cinereum area, lateral hypothalamic area, perifornical nucleus, supraoptic nucleus, arcuate nucleus, mammillar nuclei, substatia nigra, ventral tegmental area, retrorubral area, superior and inferior colliculus, periaqueductal gray, nucleus of the solitary tract, and superficial layers of the medullary and spinal dorsal horns

    大量nk3受體樣免疫反應陽性神經元出現於前嗅核、伏隔核、隔區、腹側蒼白球、蒼白球、尾殼核、終紋床核、下丘腦前區、下丘腦結節區、下丘腦外側區、穹隆周區、視上核、弓狀核、乳頭體、黑質、腹側被蓋區、紅核后區、上丘和下丘、導水管周圍灰質、孤束核、及延髓和脊髓背角淺層。
  3. The emergence of the " cooperative security " and its practice in the asia - pacific area create a fine regional environment for china to test " new security theory " and its " initiative - cooperation " security strategy. at the same time, china ' s " new security theory " and its " initiative - cooperation " security strategy will embody the principles of " cooperative security " : " cooperative security " is the core of the " new security theory " ; as a security pattern, " cooperative security " is an attractive pattern for china to practise its " new security theory ". this pushes china to involve all kinds of " cooperative security " organizations actively so that china can realize its security strategic goals of the asia - pacific area as early as possible

    「合作安全」理念在亞太的興起及以此理念為指導的合作安全模式在亞太的蓬勃開展為中國實踐「新安全觀」和選擇「自主合作」式安全戰略營造了良khi碩士學住論文wmaster 』 sthesis好的地區環境背景；同時， 「合作安全」也將內化為中國「新安全觀」和「自主合作」式安全戰略的一部分： 「合作安全」是「新安全觀」的題中應有之義，是「新安全觀」的核心內容， 「合作安全」作為一種安全模式，也是實施「新安全觀」的有效方式；在「新安全觀」的指導下，冷戰后的中國應該走「自主合作」式安全戰略之路，這就要求中國積極參與各種地區性合作安全組織並促進合作安全模式的發展，這樣有利於中國營造一個最優化的國際安全環境以保證本國在亞太的安全戰略目標順利實現。
  4. ( 2 ) the liman problem is normally adopted to check the liability of numerical method. the calculation error was within 9 % by comparison with the theoretic solutions of liman problem in the following case, the dimensionless calculation length was 2 with high pressure zone 0. 8, and the dimensionless state parameters were p1 = 2, p2 = 1, p1 = p2 = 1, u1 = u2 = 0. experiment results in literature [ 8 ] were used to check the adaptability of the numerical model developed here for unconfined gas cloud explosions and the calculation error was within 13 %

    （ 2 ）數值方法的可靠性通常用黎曼問題的解析解檢驗，本文以無量綱計算區長度為2 ，高壓區長度為0 . 8 ，狀態參數為p _ 1 = 2 ， p _ 2 = 1 ， _ 1 = _ 2 = 1 ， u _ 1 = u _ 2 = 0條件下的黎曼問題解析解對所編制的爆炸場計算程序進行了考核，結果表明該程序的計算誤差在9以內；為考核本文計算模型預測開敞空間氣雲爆炸的適用性，以文獻[ 8 ]的實驗數據進行了校核，計算誤差在13以內。
  5. The method of applying monoclinal water storage structures in determining dynamic water level emphasizes on experimental calculation of the height of artesian water followed by picturing hydrodynamic field in couple with limited available data of groundwater level

    採用單斜儲水構造來確定水動力場的特徵，其核心步驟為引用試演算法，確定承壓水形成高度，然後結合研究區僅有的地下水位資料，刻畫水動力場。
  6. After the analysis, we got the following results : the zonal vegetation landscape is the warm temperate deciduous broad - leaved forest landscape

    結果如下：核心區的地帶性植被景觀為暖溫帶落葉闊葉林景觀。
  7. 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節點試件的擬靜力試驗結果，指出異型節點受力過程分為初裂、通裂、極限和破壞4個階段；討論了軸壓比、節點核芯配箍率、柱截面高度變化對異型節點抗剪性能的影響；提出應考慮節點核芯區箍筋屈服的不均勻性並在通裂狀態下以「小核芯」為分析單元來研究此類節點抗剪承載力的建議；最終給出了異型節點抗剪承載力的計算公式。
  8. The straight transverse axis shall be parallel with the present crooked jianshe avenue ( qingnian road - hanxi section ), connect to nanniwan avenue in the west and form the along - river traffic system parallel to yangtze river and hanjiang river ; the road shall pass through the core of wangjiadun cbd, connect with entry and exit of subway station, underground parking lot and basements of high - rise buildings, to form the comprehensive underground space ; the road section close to hanxi shall be connected to the tunnel of nanniwan avenue via through cut, therefore integrating the western residential zone in space

    橫軸對建設大道（青年路-漢西段）裁彎取直，西與南泥灣大道相接，形成與長江、漢水平行的順江交通系統；該道路貫穿王家墩商務核心區，與地鐵出入站、地下停車庫以及高層建築地下層相銜接，形成綜合地下空間；靠近漢西路段以路塹形式與南泥灣大道隧道相接，在空間上使西部居住區形成整體。
  9. 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：通過兩榀節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、延性性能和節點核芯區裂縫開展情況，評估節點的抗震性能和抗裂能力，推導出預壓裝配式框架節點的抗裂驗算公式；並運用ansys對試驗中的節點進行了非線性分析，計算結果與試驗結果基本吻合。
  10. The results showed that the expressions of il - 1 receptor type 6 tt i in normal adult rat brain were very widely, and there were intense immuno - positive cells of il - 1 receptor type i in septal area, medial preoptic area, neocortex, hippocampus, paraventricular nucleus of the hypothalamus, supraoptic nucleus, hypothalamic ventromedial nucleus, arcuate nucleus and median eminence

    結果顯示：型il - 1受體在正常成年大鼠腦內有廣泛的表達，隔區、視前內側區、新皮質、海馬、下丘腦室旁核、視上核、下丘腦腹內側核、弓狀核和正中隆起等部位有較多型il - 1受體陽性的細胞。
  11. Concept plan for the underground space in core district of qianjiang new town in hangzhou

    杭州市錢江新城市核心區地下空間概念規劃
  12. As a super large scale and high grade public construction project, the core area project is expected to be cooperated with following three resources. 1

    核心區項目作為一個超大規模、高檔次的大型公建項目，希望能與以下三方面資源合作。
  13. The paper describes the results of tests of 5 reinforced concrete beam - column interior connections specimens, in which the columns are very strong concrete while the intervening beams are much weaker. the paper describes the difference of the capacity between the connections and the columns and investigates the capacity of the connections when they are strengthened by the shapes. the paper also investigates whether the corresponding provisions of the current code are economical and safe

    本文通過5個高強混凝土樑柱中節點試件試驗，了解樑柱混凝土強度等級在不同比值的情況下，節點區的軸心抗壓承載力與柱的理論軸心抗壓承載力的差異，探討了節點核心區採用不同數量的型鋼加強，對節點區的軸心抗壓承載性能的改善情況，驗證了我國現行規范有關條款的安全性和經濟性，在此基礎上提出了節點核心區採用型鋼加強后的計算軸心抗壓強度的建議公式，計算值和實驗值能較好吻合。
  14. ( 2 ) based on deterioration model of owerage bond stress of beam reinforcement accounting for effect of axial compression ration and number of displacement loops, and stress - strain relationship of the concrete in the joint core accounting for effects of both softening and confinement, the modified compression field theory was employed to simulate behavior of the joint core under loading reversals. analysis by means of the program jap on the tested specimens in this paper and those obtained from other researchers produced consistent results

    根據本文建立的考慮軸壓比和位移循環次數影響的梁筋平均粘結應力退化模型和考慮軟化效應、約束效應的核心區混凝土應力應變關系，通過在試驗中得出的節點核心區混凝土、箍筋、節點正面、背面柱筋在反復荷載下的受力特點，利用斜壓場理論模擬節點核心區在反復受力過程中的受力狀態。
  15. By the balance equation under the limited stage, the shear in the joint core is solved, and the shear capacity under the earthquake week cycle load is analysed

    根據達到極限狀態時節點的平衡方程，求出節點核心區總剪力，進而對其在低周期反復載荷作用下的承載力進行了分析。
  16. What this means is that in order to detect an inline function hook you need to scan, more or less, the entire range of executable kernel memory and look through each unconditional jump instruction

    這意味著，為了檢測一個內嵌函數掛勾，你得搜索，或多或少，可執行內核內存的整下區域來查看每一個無條件跳轉指令。
  17. The influences of the steel tubes on the failure modes of specimens, on the shear strength of core area of joints, on the stiffness of joints, on the ductility and on the energy dissipation. meanwhile, both the function of concrete - filled steel tubular core columns in raising aseismic strength and the hysteretic behavior of joints specimens have been studied. in addition, the failure modes, the strength, stiffness, the ductility and the energy dissipation of the joints between concrete - filled steel tubular core columns and prestressed concrete beams, of have compared with those of the joint between a reinforced concrete column and a prestressed concrete beam

    根據試驗結果，描繪了試件在低周反復荷載作用下的受力性能及破壞形態，分析了試件的有關強度指標、節點剛度、延性及耗能能力，討論了柱內鋼管對節點試件在破壞形態、核心區抗剪承載力、剛度、延性及耗能能力等方面的影響、鋼管混凝土核心柱對提高節點抗震性能的作用以及節點的滯回特性，比較了鋼管混凝土核心柱與預應力混凝土梁框架節點和普通預應力混凝土框架節點在破壞形態、節點強度、節點剛度、延性及耗能能力等方面的充業庶：鋼營捉枉土較心往與扭應力捉枉土要節點低周反復荷敢試驗研兜差異。
  18. This thesis makes a systematic analysis to the vegetation landscape elements and patches. with the help of cis, the vegetation map was processed and the data of the eleven vegetation landscape elements were obtained

    首先，在gis的幫助下，對核心區的植被圖進行處理，得到11類植被景觀要素，並對景觀要素的基本特徵進行了分析。
  19. Based on experimental research and theoretical analysis, investigations on the new type of joint are made systematically, the main contents and results include the following items. 1 four specimens of new joints between cfrt columns and steel beams are designed. by low - cyclic reversed load test, skeleton curves of new joints and shearing deformation in joint core area are studied, the influence of parameters, such as concrete cores, length of stiffener, and relative dimensions of column and beam, is discussed

    本文在分析現有節點方案特點的基礎上，提出了角鋼加勁式節點方案，並採用試驗和理論分析相結合的方法，對這種新型節點進行了系統研究，主要研究內容與成果如下： （一）設計了4個新型方鋼管混凝土柱?鋼梁節點的試件，通過對新型節點的低周反復荷載試驗，研究了新型節點的骨架曲線和節點核心區剪切變形等，探討了內填混凝土、加勁肋長度和樑柱相對尺寸等對節點抗震性能影響。
  20. Where appropriate, adopt a coherent gradation in building height profile from the high density core area to the fringe low density areas

    在合適情況下，採用梯級式建築物高度輪廓，以協調新市鎮位於核心區的高密度的建築物與邊緣地區低矮的建築。
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