ii iii 中文意思是什麼

ii iii 解釋
海登・克里斯坦森
  1. " 2. part ii, which contains chapter ii, iii, aims at reviewing legislative practices in shipping industry in main countries / regions. the author represents and analyses the investment laws in shipping industry of the main countries / regions in asia, america, europe and australia, according to introduction of general investment laws and special ones in shipping industry, which contains foreign investment laws on international shipping, auxiliary services, port construction and port service, internal waters and cabotage right, and the regulations on ship registry and seaman employment

    第2章以一般投資法和專門的航運投資法（包括國際海運、海運輔助業、港口服務和港日建設與經營、內水及沿海運輸領域的外國投資立法，以及船舶登記制度與船員雇傭方面的規定）為線索，以香港、東盟、美國、智利、英國、澳大利亞的立法為重點，分別對亞洲、美洲、歐洲、澳洲主要國家（地區）的航運投資法律制度做出了述評。
  2. Since its foundation, this institute has completed 3800 or more projects of exploration and design of which projects of priority are fengpu, lupu bridges, i, ii, iii stages of comprehensive sewage treatment, inner, middle, outer ring roadways, yan an dong lu viaduct ( east and middle sections ), main entrance roadway and graded crossing in pudong international airport, first and second stages of humin viaduct, expressways ( hujia, huqingping, hulu, jialiu, xinfengjin ) and chongming cross river projects, r3 and m7 light rail projects both situated in city proper or suburban area

    自創建以來，完成了各類工程勘察設計項目3800餘項，其中已完成或正在進行的項目有：上海市奉浦大橋、盧浦大橋、污水治理一二三期工程、 （內、中、外）環線道路、延安高架道路（東、中、西段） 、浦東國際機場航站區主進場道路及航站區立交、滬閔高架道路一、二期、 （滬嘉、滬青平、滬蘆、嘉瀏、莘奉金等）高速公路、崇明越江通道、軌道交通r3線、 m7線等工程。
  3. It consists of chapter i, ii, iii and conclusion

    這一部分由第一、二、三章和結語構成。
  4. Compared hasnpv helicase with the helicases of autographa colifornica mnpv ( acmnpv ), ( bombyx bori npv ( bmnpv ), lymantria dispar mnpv ( ldmnpv ) spodoptera exigue mnpv ( semnpv ), orgyia pseudotsugata mnpv ( opmnpv ), and xestia c - nigrum granuloviurs ( xcgv ), only 5 motifs ( i, la, ii, iii, iv ) were found conserved in baculovirus

    其在終止密碼子下游第12位有? polya終止信號aataaa 。 hasnpv解螺旋酶與其它5種桿狀病毒解螺旋酶相比，有5個基元序列（ 、 a 、 、 、 ）保守，另外兩個（和）完全不保守。
  5. I, ii, iii, medical equipment, electronic products, telecommunications equipment ; medical, pharmaceutical technology development and equipment installation, commissioning, maintenance ; the development of health food products ; computer software development and hardware sales ; network system integration, medical data system

    一、二、三關醫療器械，電子產品、通訊設備；醫療、醫藥技術的開發及設備安裝、調試、維修；保健食品的開發；計算機軟體開發及硬體銷售；網路系統集成、醫用數據系統建設。
  6. All the results can be utilized by engineers, during the designing and construction. the main conclusions are listed as follows : ( 1 ) based on the shortest line between weak interbed and limit of excavation and the location of point of intersection between limit of excavation, classification of weak interbed distribution is set up, and the distance of distribution is defined ; ( 2 ) according to the strength and deformation equivalent principle, influence zone of weak interbed is introduced, and a new method to simulating the weak interbed with thickness is built ; ( 3 ) some quantificational results on influence of weak interbed respectively at crown, right shoulder and right wall are summarized ; ( 4 ) some quantificational results on influence of weak interbed with the distance between weak interbed and limit of excavation 0. 2d, 0. 5d, l. od are gained ; ( 5 ) some quantificational results on influence of weak interbed in the rock mass with confining coefficient 0. 38, 1. 0, 1. 5, 2. 0, 3. 0 are summed up ; ( 6 ) some quantificational results are summarized on influence of the underground surrounding rock mass stability with weak interbed, in the representational surrounding rock mass graded ii, iii, iv ; ( 7 ) according to the studying results some advices are suggested on designing of underground engineering

    主要結論如下： （ 1 ）以軟弱夾層到開挖輪廓線最短距離和最短距離線與開挖輪廓線的交點位置為指標對軟弱夾層的分佈部進行了分類，並確定了軟弱夾層分佈距離； （ 2 ）根據強度等效和變形等效的原則，引入了軟弱夾層影響帶的概念，建立了模擬軟弱夾層厚度的一種新方法； （ 3 ）總結出了軟弱夾層分佈在拱頂、右拱肩、右邊墻時對地下洞室穩定性影響的量化指標； （ 4 ）分析出了軟弱夾層距開挖輪廓線0 . 2d 、 0 . 5d 、 1 . 0d三種情況對地下洞室穩定性影響的量化指標； （ 5 ）總結出了在不同的側壓力系數（ 0 . 38 、 1 . 0 、 1 . 5 、 2 . 0 、 3 . 0 ）地應力場中軟弱夾層對穩定性影響的量化指標； （ 6 ）得出了在、 、代表性圍巖中軟弱夾層對穩定性影響量化結果； （ 7 ）根據數值試驗成果提出了在有軟弱夾層圍巖中地下洞室設計原則的幾點新內容。
  7. Acellular as well as inactivated polioviruses types i, ii iii. the old dtwp vaccine is also a combination vaccine with similar components for diphtheria and tetanus but contains the " whole - cell " component for pertussis and does not contain the poliovirus component

    新疫苗的白喉及破傷風類毒素成份與以往所用的三合一白喉破傷風百日咳混合疫苗dtwp相若，而以往所用疫苗的百日咳桿菌為全細胞型及不含小兒麻痹病毒。
  8. After a series of reactions, an ester which is a derivative of ferrocene is obtained, then using the ester react with 1, 8 - naphthalenediamme, o - m -, p - phenyleiiediamine, ethylenediamine and 4. 4 ' - - biphenyldiamine respectively, polymer ( i ) ( ii ) ( iii ) ( iv ) ( v ) and polymer ( vi ) are obtained at the final part, we have discussed in brief the general properties of polymer ( i ) - { vi ) and analyzed systematically hnmr ir spectrum tg - dt diagram and molecular weight distribution of these polymers

    簡要討論了聚合物（ i ）一（ vi ）的一般性質，對聚合物的核磁共振譜、紅外光譜、 t （卜刃t圖以及分子量分佈進行了系統研究。本文對聚合物（ i ） 、 （ 111 ）和（硯）的核磁共振譜和紅外光譜進行了分析，研究結果表明:聚合物中的援基上的氧原子能與芳胺上的氫原子形成分子內氫鍵，使聚合物的分子內出現了一個平面六元環結構，並山于分子內氫鍵的存在
  9. The design strength of the new concrete is c40, which adopts 525 # common portland cement, the sand is middle wide river - sand, the radius of coarse aggregate is 10 - 30mm. the surfaces of the old concrete which are harnessed are divided into i, ii, iii three type faces

    Znfl ， ao新混凝土設計強度等級選用c40 ，採用525 』普通硅酸鹽水泥，砂是中粗河砂，粗骨料的粒徑為川30mm 。老混凝土表面處理后的表面分為1型面、 11型面、 ill型面三種類型。
  10. Venting systems for gas - burning appliances, categories ii, iii, and iv

    級氣體燃燒設備用通風系統
  11. Three compact disks entitled, " path of legendary love i, ii, iii " that include poems written by dinh hung and vu hoang chuong, and recited by supreme master ching hai

    步入情史i ii iii的三片cd ，由清海無上師吟唱丁雄和武煌璋的詩作。
  12. 3. under different kinds of wall rock and the same condition, from ii iii v kinds of wall rock, and conditions of construction period and operation period, it gradually increases that the maximum of displacement and the first main stress third main stress of pipe liner structure

    3 、不同種類圍巖在相同的工況下，從、 、類圍巖看，不論是施工期還是運行期，管片襯砌結構的位移的最大值和第一主應力、第三主應力最大值都逐漸增大。
  13. In this model, according to the different coupling modes, people had developed several models, i. e., model i, ii, iii, iv

    在這個模型中，人們根據_ 1與_ 2與夸克和輕子的不同耦合方式又分成了多種形式的理論模型，即現在所謂的模型， ， ， 。
  14. 2. part i, which contains chapter ii, iii, iv, v, vi and vii, aims at reviewing legislative practices in shipping industry in main countries / areas

    2 、第二編「國際航運投資法之各國（含地區）法部分」 ，旨在介紹並分析國際航運投資法的國內立法實踐。
  15. In this paper, systematic numerical test have been carried out to study the stability of surrounding rock mass with different distribution of weak interbed, different distance between weak interbed and limit of excavation, different thickness of weak interbed, in the different confining coefficient and representational surrounding rock mass graded ii, iii, iv. all of the numerical modeling is plain - strain type with elastic - plastic constitutive law and mohor - coulomb failure criterion, through the integrated numerical analysis program final. plentiful numerical test results have been drawn via analyse the deformation, tensile stress region, plastic region of surrounding rock and the stress status of shot - crete

    大量的工程實踐表明，軟弱夾層對地下洞室圍巖穩定性的影響有著決定性的作用，本文以大型數值模擬分析系統final為平臺，採用彈塑性應力應變關系和m - c屈服準則建立平面應變問題有限元模型，對軟弱夾層的分佈部位、分佈距離、軟弱夾層的厚度對圍巖穩定性的影響以及在具有不同側壓力系數的地應力場中和、 、類代表性圍巖中軟弱夾層對圍巖穩定性的影響進行了系統的數值試驗，研究得出了軟弱夾層對圍巖位移、拉應力區、塑性區以及噴射混凝土層內力等影響豐富的量化成果，以便直接為工程設計人員提供參考。
  16. The order of the result is : gulang ( ii ~ iii ) < liangzhou ( iii ) < jinchang ( iii ~ iv ) < minqin ( v ) the conclusion shows that the environmental negative effect on water resources development is sharply increased from upper reaches to lower reaches, especially in minqin county, the effect is up to very strong ( v ). it approximately matches case with practice, which reveals the feasibility of the thought of the models

    而從各年度模糊評判結果可知，民勤縣水土環境效應在1975年時綜合評判級別為中等（ iii ）級別;到1980年時，發展到了較強（ w ）級別，此後的1980一1990年間評判級別都為較強級別; 1995年綜合評判結果達到了很強（ v ）級別， 2000年在此基礎上仍為很強。
  17. The panel discussed the current status of ssds, in particular progress of the stage i tunneling works and the way forward for stages ii, iii and iv

    事務委員會討論有關策略性污水排放計劃的最新情況，特別是第i階段污水管道工程的進度和第ii iii及iv階段的未來路向。
  18. Standard for safety for venting systems for gas - burning appliances, categories ii, iii, iv

    燃氣具通風系統安全性標準. ii iii和iv類
  19. Standard for safety for intrinsically safe apparatus and associated apparatus for use in class i, ii, iii, division 1, hazardous classified locations

    在i ii iii級1區危險場所使用的內在安全裝置和附屬裝置的安全標準
  20. In accordance with the choice of model material in general principle, the dissertation obtains a set of model materials by 10 series of different mixture material mechanics test that simulate reliably the surrounding rock i, ii, iii in order to build physical model in cracked surrounding rocks

    本文根據選擇模型材料的一般原則，通過10組不同配合比的合成材料力學性能試驗，得到了一組能可靠模擬、及類圍巖的模型材料以建立破碎圍巖的物理模型。
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