錨區 的英文怎麼說

中文拼音 [máo]
錨區 英文
anchorage-prohibited area
  • : 名詞(鐵制的停船設備) anchor
  • : 區名詞(姓氏) a surname
  1. Breathe in slowly, and then exhale slowly. now, anchor your source firmly into the pelvic region, and push it out throughout your auric field

    慢慢吸氣,慢慢呼氣。現在,將你的源頭向下牢牢定到骨盆域,將它遍布你的金場。
  2. Article 28 for cases of opening kilns, burning wasteland for growing crops, lay anchor, drag anchor, fishing by using explosives or dig sand in the legally demarcated power facility protection zone thus endangering the safety of power facilities in violation of the provisions of this set of regulations, the power administrative departments shall order the violators to stop operation, restore to the original and compensate for the losses

    第二十八條違反本條例規定,在依法劃定的電力設施保護內進行燒窯、燒荒、拋、拖、炸魚、挖沙作業,危及電力設施安全的,由電力管理部門責令停止作業,恢復原狀並賠償損失。
  3. Results as following : in the east china sea and the yellow sea, zooplankton showed higher diversity in the low latitude and warm species occurred mainly in the south of 31 n, five communities were distinguished by twinspan method, based on data of species composition and environmental factors. they are : i ) yellow sea neritic community ( f ) with indicator species of labidocera euchaeta in autumn and centropages mcmurrichi in spring ; ii ) yellow sea central community ( hc ) with indicator species of themisto gracilipes, calanus sinicus and euphausia pacifica, the latter two species occurred only in autumn ; iii ) east china sea continental shelf mixed water community ( k ) with indicator species such as rhincalanus cornutus and pterosagitta draco which were confined in waters with high temperature and salinity, iv ) yellow sea and east china sea mixed water community ( he ) and v ) east china sea inshore mixed water community ( m )

    根據twinspan等多元分析結果,比較各組群的浮遊動物種類組成和環境特徵,可將東、黃海浮遊動物群落分為5個,黃海沿岸群落( f ) ,指示種秋季為真刺唇角水蚤,春季為墨氏胸刺水蚤;黃海中部群落( hc ) ,指示種以細長腳蟲戎為主,秋季還有中華哲水蚤和太平洋磷蝦;東海外陸架高溫高鹽群落( k ) ,指示種為角哲水蚤、飛龍翼箭蟲等多種狹布型暖水種類;黃東海交匯群落( he )和東海近岸混合群落( m ) ,兩群落包含多種生態類型種類,其中溫帶近岸低鹽種在he中較多,廣布性暖水種在m群落中較多。
  4. The design of hoisting cableway in wudang mountain xuan regnal palace according to the characteristic and requirements of cableway design in the view and in line with the principle of advanced technology, reasonable economy, safety and appliance, includes the general arrangement of cableways, calculation of skyline and wookline, checking computation of the support and the anchorage, productivity calculation

    摘要根據景架空索道設計的特點及要求,本著技術先進、經濟合理、安全適用的原則,對武當山南巖宮玄帝殿吊裝索道進行設計,包括索道總體布置、承載索與工作索設計、支架與碇的驗算,並進行生產率的計算。
  5. Based on the construction and development of rizhao port area in rizhao port in recent years and combining the " 11 ( superscript th ) five - year plan " on ports, this paper analyzes the key problems concerning navigable water area, expounds the necessity of readjustment and extension of the anchorage area, and proposes relevant construction plan

    摘要結合日照港日照港近幾年的建設與發展以及港口「十一五」規劃,研究分析港口通航水域面臨的突出問題,提出調整和擴建地的必要性及其建設方案。
  6. Although the accuracy in meterological forecast of tropical cyclones has been distinctly improved, it is still a difficult problem confronting masters and anti - typhoon team leaders of the companies how to steer clear of typhoon reasonably and safely in case that the actual resistance to typhoon is strong enough, the sea area wide enough, and the time permitting ; to avoid unreasonable deviation, anchoring for shelter, blindly rushing onto her path, being involved in storm area, even into the the center of typhoon ; under the limitation of the condition of the sea area and time. how to take correct meassures to escape, such as navigating with wind or windward in bias angle, slowing down, anchoring, berthing alongside the warf, mooring to buoy, etc. as early as possible

    盡管氣象部門對熱帶氣旋監測預報的準確率已經比過去有了明顯的提高,然而船舶在海上如何避離臺風,如何做到在本船實際抗風能力允許、海域條件允許、時間也充裕的前提下合理避臺,安全避臺,避免不合理的繞航、 「扎風」 ,避免盲目冒進「搶風頭」 ,更避免被捲入強風甚至臺風中心;在海域條件受限、時間尷尬的情況下又如何正確採取偏順航、偏頂航、滯航、泊、系岸、系浮等抗臺措施和技術,盡快擺脫臺風的影響,仍然是擺在船長和公司防抗臺領導小組面前的一個實實在在的難題。
  7. The content of the paper is nonlinear analysis of complete response process for t, l - shaped and " + " shaped section r. c. columns under axial compression and biaxial bending. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered, simultaneously, the restriction effect for concrete by thickening of stirrups is also included

    本論文主要內容是對鋼筋混凝土異形截面雙向壓彎柱(包括l形、 t形、十字形柱)進行非線形全過程分析,在有關文獻基礎上考慮了受拉縱筋和周圍混凝土的固滑移和混凝土應力?應變關系曲線的下降段,同時考慮到在箍筋加密箍筋對混凝土的約束影響。
  8. 6. the sectional cross - sectional discrete yield - sruface model is used to spandrel deep beams, the effect of the shear deformation to shear force on ( he m ~ terial nonlinearity is considered, ( he bond slip in anchorage zones is regarded as the houndaty nonlinearity of a member. except the geometric nonhineaicty. consideration of double nonlinearities about materials an

    6 、將分段截面離散的屈服面模型法應用於裙梁,考慮剪力剪切變形對材料非線性的影響,將鋼筋的粘結滑移看成構件的邊界非線性,不考慮幾何非線件,建立了裙梁考慮村料、邊界雙重非線性的空間滯回曲線分析模型。
  9. S. consideration of interaction on the nonlinearity about the material, the geometry, and the boundary of the columns subject to axial force. biaxial hending, and torsion, an analytical model of hysteretic curve of columns is presented, based on the sectional cross - sectional discrete yieldsurface inodel, the bond slip in anchorage zones regarded as the boundary nonlinearity of a memher. and the iterative procedure of displacement of inner nodes on the basis of the hamonization of displacement

    5 、根據構件分段截面離散的屈服面模型法,把粘結滑移看成構件的邊界非線,以及基於位移協調的內結點位移迭代法,建立了能考慮構件壓(拉) 、雙彎、扭的材料、邊界、幾何非線性相互影響的柱空間滯回曲線分析模型。
  10. 3. a space bond slip relation of reinforcements in either end of a member is proposed, based on one - dimensional bond slip model of reinforcements proposed by teng zhiniirmg from tsinghua university, the first - time loaded ascending stage ? curve of which model is modified as the line which parameters are not changed so as to simply the computation. the bond, slip is regarded as the boundary nonlinearity of a member

    3 、採用清華大學滕智明建議的一維鋼筋粘結滑移恢復力模型,但從簡化計算的角度出發,將首次加載的上升段曲線改為直線,並假定構件端部的諸多縱向鋼筋的滑移服從平截面假定,考慮由節點粘結滑移引起的構件端截面軸向和兩轉角附加變形。
  11. 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

    附加變形對塑性子域的剛度貢獻,看作是塑性子域的邊界非線性,建立了構件端部子域基於構件邊界非線性的鋼筋與砼之間的空間粘結滑移關系,能較真實地求得的粘結滑移、附加變形以及他們對構件空間非線性性能的貢獻,並運用於柱、裙梁的空間非線性分析之中。
  12. Brownjohn j m, pin - qi xia. dynamic assessment of curved cable - stayed bridge by model updating. asce, journal of structural engineering, vol. 126 no. 2 february, 2000

    朱玉,王宜均,楊耀銓等.鄂黃長江大橋塔索預應力布束方式分析. 2000年全國橋梁學術會議文集
  13. The pile - anchor retaining structure system is often used in chongqing area. for a long time, there is a conception about the transfer approach of soil pressure behind the pile - anchor retaining structure system that the pressure is applied on the holding sheet firstly, then transferred to the columns by the sheet, finally transferred to the form ground by the anchor

    支擋結構體系是重慶地經常採用邊坡支護形式之一,長期以來,人們認為樁支擋結構體系的傳力途徑是:土壓力先作用於擋板上,通過擋板再傳到兩邊立柱,然後再通過桿把力傳遞給穩定地層。
  14. I intend to anchor the light earth dream in my region of origin and wherever i travel

    我意願在我所在地和任何我旅行過的地定地球光明夢想。
  15. It shows that the method suggested in the paper is simple, applicable for engineering and has good precision. on the bases of the formulas deduced, and combining with relative test datas, it studies in the paper several factors influencing the bearing performance of the simple beams, such as shape of the external tendons, the equal moment segment length, span - to - depth ratio of the beam, valid initial prestress of the external tendons, area of the internal tension reinforcement, strength of the concrete, vertical distance between

    在公式推導的基礎上,結合相關試驗資料,研究了體外筋的形狀、等彎矩長度、梁跨高比、有效張拉預應力、體內受拉筋配筋率、混凝土強度、固點到樑上邊緣在垂直方向上的距離、體外預應力筋水平段長度(雙折線型體外筋的情況)以及荷載類型等對體外預應力混凝土簡支梁受力性能的影響。
  16. This paper has come to some comprehensive conclusions on the basis of the practical use of this double - index evaluation method in the slope of pishihang channel. a calculating program for the double - index evaluation method is compiled to raise the calculating efficiency. the reinforce measures that adopt the new thesis of renewing stress and the expansive anchor are presented

    本文針對淠河總乾渠(城段)邊坡這一實際工程引入了安全系數和可靠度相結合的雙重指標體系分析方法進行穩定分析,得出了較為全面的結論;在雙重指標體系分析方法的基礎上編制了計算程序,提高了計算效率;應用應力重塑新思想及其配套實施手段?膨脹提出了初步的邊坡加固解決措施。
  17. Completed set technology of bolt support for seam gateway applied to lu ' an mining area

    煤巷桿支護成套技術在潞安礦的應用
  18. ( 3 ) the beam stirrups are very important to the anchorage of the upper longitudinal bar in the beam outside the wall " s width

    節點的寬梁箍筋對于凸出在墻外的寬樑上部縱筋的固具有比較重要的作用。
  19. Study on the distributing rule of gas emission in working face

    形拱棚配索在盤巷道支護中的應用
  20. In particular, it includes a map indicating the coral areas at ung kong bay which is marked as " no anchoring area ", and boat operators are advised not to anchor in such area

    小冊子內的地圖除闡明甕缸灣的珊瑚群落所在地點,更列出不宜拋錨區,勸喻船主不應在該處拋
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