是非限定形式 的英文怎麼說

中文拼音 [shìfēixiàndìngxíngshì]
是非限定形式 英文
be being beenen
  • : Ⅰ形容詞1 (對; 正確) correct; right 2 [書面語] (真實的) true Ⅱ代詞1 [書面語] (這; 這個) this...
  • : Ⅰ名詞1 (錯誤) mistake; wrong; errors 2 (指非洲) short for africa 3 (姓氏) a surname Ⅱ動詞1 ...
  • : Ⅰ名詞(指定的范圍; 限度) limit; bounds Ⅱ動詞(指定范圍, 不許超過) set a limit; limit; restrict
  • : Ⅰ形容詞1 (平靜; 穩定) calm; stable 2 (已經確定的; 不改變的) fixed; settled; established Ⅱ動詞...
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • 是非 : 1. (事理的正確與錯誤) right and wrong 2. (口舌) quarrel; dispute
  • 限定 : prescribe [set] a limit to; limit; restrict; determine; define; qualify
  1. But there are still great differences in some theoretical problems, such as ranges in commendam, indecisive consistency between oblivious property and lost one, the time limit of refusal to return or refusal to hand in, litigant forms, and in judicial practice, cognizance of non - crime, this - crime, mat - crime and some difficult and complicated cases

    但還有一些問題仍存在較大分歧,如「代為保管」的范圍、遺忘物與遺失物否同一、拒不返還或拒不交出的時間界、該罪的訴訟等理論問題,以及在司法實踐中對一些疑難復雜案件罪與罪、此罪與彼罪的認問題。
  2. The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement. according to the above theories, code gbj7 - 89 gives the correlative terms. but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist

    我國現行規范gbj7 - 89將這兩者分開考慮,其計算地基承載力設計值的公根據彈性地基中應力分佈及土的極平衡狀態理論為依據而得出的,求地基的沉降變時則視土體為彈性,這些理論對地基及土的假設與淺基礎地基的實際工作狀態及天然土體的線性、彈塑性存在一的偏差。
  3. Roll over protective structure ( rops ) is a device which installs on out of construction vehicle. the main functions are : when the vehicle rolling over. rops can prevent the vehicle from rolling over further, and reduce the possibility of rolling vehicle injures operator ; when the vehicle traveling on freezing soil. concrete and rock, it has large resist continuous impact ability ; when the vehicle overturning rops can support the whole vehicle. arrangement of falling object protective structure ( fops ) can block objects ( such as trees, rocks ) so that supply protection for operator. this problem is that research rolling over and falling objects protective structure of bulldozer by learning research condition of rops / fops and relative lay down international standard. on the base of theory analysis. detrudes counting formula of rops / fops deformation through founding mechanics analysis model of rops / fops at the stage of elasticity and plastoelastic. and finds a set of feasible nonlinear finite element analysis counting. lt calculates rops / fops plastoelastic deforma variable of 320hp bulldozer, bulldozer has been carried out by optimizing design method

    其主要功能:當車輛滾翻時, rops能刺入未凍土壤而阻止車輛的進一步滾翻,降低滾翻的車輛對系著安全帶司機軋傷的可能性;保證rops在碰撞和沖擊變不大的地面(如凍土、混疑土上、巖石)時,能具有相當大的抗連續沖擊能力;當車輛已經處于顛覆狀態時,已經變的rops應能支撐住整車。落物保護裝置(簡稱fops ) ,其構件的布置方要能遮蔽墜落的物體(如,樹木、巖石等) ,以便對司機提供適當的保護。本課題主要通過了解國內外有關對rops fops的研究情況和有關國際標準的制,對大型推土機傾翻和落物保護裝置進行研究,在理論分析的基礎上,通過建立rops fops的力學分析模型,推導彈性、彈塑性階段rops fops變的計算公,建立一套可行的rops fops的線性有元分析計算方法。
  4. Output can be obtain, next we use our designed the wavelet soft threshold to select result of the wavelet transform, finally, we give the selected result reversal wavelet transform. it is obvious : the wavelet soft threshold is important to improve the quality of the gray image processing. i give the donoho wavelet soft threshold a modified value method, which has a relation with ratio of signal - noise. i made full use of discrete hop field single feedback neural network, and nonlinear steady of automatic system at last, i obtained a steady limited ring, give the energy function an order differential a optimal

    我的思路:改造現有圖結構,先建立能反映信噪比大小且含待參數k的表達,然後通過離散型h0pfi舊單層反饋神經網路,再結合前邊的混合濾波器構成一個線性控制系統,寫出對應的網路函數,利用相平面法和李雅普諾大穩性的判據,得到一個穩的極環,從而確出參數卜的范圍,進而再對原來的小波軟閾值進行修正,用修正後的值作為小波閾值。
  5. In our future real right law, there should be some limitations to the open objects, hut nor the open contents in the property register of immovables ; lawsuit time limit should not he applied to return protoplast right of applicant ; we had better constitute positive prescription system ; powerless punish should not affect the force of contracts when the endorser has no right, but the transferee is well - meaning ; there should be proper toleration to the unanimous consent principle on punishing mutual thing ; we should prohibit mortgaging to some movable property which has no way to open ; there should not be the time limitation when mortgager realizes the hypothec after the fulfilling tern ; of primary creditor ' s rights is over, except that mortgager is not the debtor ; when the debtor do not refund the debt, the mortgager cannot get the guaranty directly, but he may put in for the court to auction guaranty

    摘要我國未來物權法,對于不動產登記簿的開放對象應當有所制,但對于開放內容不應有所制;物權人的返還原物請求權不應當適用訴訟時效;應當建立取得時效制度,並應區分一般動產、準不動產、未登記不動產而規不同的成立條件;在動產的轉讓人為無權處分而受讓人為善意的情況下,轉讓人與受讓人之間的合同否有效不應當以「無權處分」為條件,只有在轉讓合同無效的情下,受讓人取得標的物的所有權才依善意取得制度的取得,此時的取得原始取得;在共同共有的情下,原則上處分共有物應當經共有人全體一致同意,但應容有若干例外;不應當規居住權;動產抵押的公示方問題無法徹底解決,如果規動產抵押,應當實行登記要件主義,適于烙印、打刻或貼標簽的動產,應當採取烙印、打刻或貼標簽的方,其他無法解決公示方的動產應當禁止抵押;主債權履行期屆滿后,抵押權人行使抵押權,原則上不應當有一個時間制,但抵押人為債務人時可容有例外;在債務人不償債時,抵押權人不能直接讓抵押人交出抵押物,實現抵押權,但可以持抵押權登記簿副本直接申請法院拍賣抵押物。
  6. Concretely speaking, the stock of listed company, because of its existence free of paper and the electrical trade style, should be registered at the stock exchange and on the register of members ; to the stocks of non - listed company, if they are order stocks, they should be transferred to the pledger with endorsement and also be registered on the register members ; if non - order stocks, they should be transferred to the pledger directly. another one is how t o optimize the register member. the third part expounds the legal effects

    因此對有公司股權質押而言,應移轉股單于質權人佔有;對股份公司股票因其否上市而不同,對上市公司股票因其存在的無紙化及交易的電子化而且記名性股票,所以需要在法的證券交易場所和公司股東名冊上進行設質登記;對于上市公司的股票因其以紙面存在,如果記名股票則需要在股票上進行背書並移轉于質權人佔有,以及在公司股東名冊上進行質押登記;如無記名股票,則需在證券交易所將股票交付質權人佔有。
  7. Except when otherwise stated in writing the copyright holders and or other parties provide the program " as is " without warranty of any kind, either expressed or implied, including, but not limited to, the implied warranties of merchantability and fitness for a particular purpose

    經書面聲明,著作權人與或其他提供程序之人,無論明示或默許,均依現況提供本程序而並無任何的擔保責任,其包括但不於,就適售性以及特目的的適用性為默示性擔保。
  8. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    工程設計中,壩型的選取顯得尤為重要,特別對于壩基有深厚覆蓋層的堆石壩,心墻和壩基防滲墻的應力和變壩體、壩基最敏感的部位,設計方案否安全、科學和合理,對大壩防滲和穩起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接及工程實際應用效果,為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考;在吸收和歸納了國內外堆石壩的設計研究成果的基礎上,對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案,分別按竣工期和蓄水運行期的不同工作情況進行了有線性計算分析;對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型進行了三維有元靜力計算分析和研究;對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有元靜力計算分析和研究。通過對不同方案的計算分析和研究,比較全面的了解了各方案壩體,尤其防滲體的應力和變分佈規律,為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型以及塑性區大小的確提供了重要依據。
  9. What are the major types of finite and non - finite subordinate clauses

    從屬分句和從屬分句的主要什麼
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