限性性狀 的英文怎麼說

中文拼音 [xiànxìngxìngzhuàng]
限性性狀 英文
sex limited character
  • : 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名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : Ⅰ名詞1 (形狀) form; shape 2 (情況) state; condition; situation; circumstances 3 (陳述事件或...
  1. They are closely related to the growing environment regarding to the rhizome with remnant stem scars, adventitious roots, taproot shrink wrinkles, and fibrous roots

    人參的根莖及殘莖痕、不定根、主根的收縮紋和須根分佈形態等與環境和生長年的關系尤為密切,但各種之間存在著變異的規律和相關
  2. In order to explore the art value and time characteristics which incarnated by people ' s baldric in dream of the red chamber, in this paper we analyzed the depiction on baldric in dream of the red chamber, construed ornamental and aesthetic function which was incarnated by baldric in dream of the red chamber and time localization, then compared the baldric in dream of the red chamber and the baldric in modern times, analyzed status quo and developmental trend

    摘要為了探究《紅樓夢》中人物佩飾所體現出的藝術價值和時代特點,文章從《紅樓夢》中的佩飾描寫入手,剖析《紅樓夢》佩飾所體現出的裝飾和審美功能,以及其所具有的時代局,並將《紅樓夢》佩飾與現代佩飾進行了比較,分析了現代佩飾業的現和發展趨勢。
  3. To study the flexural behavior, ultimate bearing state and laws of internal force redistribution of prestressed concrete continuous beams cast by different construction methods, the model tests for three pieces of the continuous beams were carride out, in which three kinds of the construction methods, such as those of lowering formwork supports at one time, transferring simply - supported structure into the continuous one and casting the beam by cantilever construction, were considered

    摘要為研究不同施工方法下預應力混凝土連續梁的彎曲能、極受力態及內力重分佈規律,進行了3根連續梁模型試驗,分別考慮一次落架、簡支變連續和懸臂施工3種施工方法。
  4. Peculiarities in the silkworm are known to appear at the corresponding caterpillar or cocoon stage.

    蠶體的,亦於相當的幼蟲期或蛹期出現。
  5. Based on the science of human settlements, the theory of urban growth, the theory of urban - rural integration and the theory of sustainable development, this paper proceeded with the prominent contradiction between urban growth and cave - dwellings " degeneration. after analyzing general situation and regional feature of qingyang, the actualities of cave dwellings were evaluated in the first place which including cave dwellings " history, basic style, regional feature, green principle, culture connotation, as well as traditional cave dwellings " shortage and developing dilemma

    本研究從城鎮增長和窯居退化這一突出矛盾入手,依據人居環境理論、城鎮增長理論、城鄉一體化理論、可持續發展理論,在分析慶陽概況與區域特徵的基礎上,首先對慶陽窯洞民居的發展現進行了評價,包括窯洞民居的歷史沿革、基本類型、地域特色、綠色理念、聚落景觀、文化內涵以及傳統窯居的局和目前發展的困境。
  6. First, it brings forward and analyses the impetus of cei and its structure system according to the current city convention exhibition industry ' s supplying and demanding situation and industry situation. secondly, according to the investigation of city cei and its current situation, this paper brings forward five impetus of cei and point out its development countermea - sures respectively. at last, the writer sums up the whole paper and put forward the existing problems of cei and the limitation of this paper

    本文首先根據城市會展業發展的供求關系以及產業現,提出城市了會展業發展的動力系統及其結構模型,並進行較深入的分析;其次在此基礎上,結合對城市會展業發展動力要素的調研和各城市會展業發展的實際,劃分了目前我國城市會展業發展的五種動力模式,並分別指出了不同動力模式城市會展業發展的對策與思路;最後,作者對全文的研究結果進行了總結,並提出城市會展業發展中還需解決的其他一些問題以及本文研究的局
  7. The paper can concern the soil ' s instantaneous fallout, soil ' s main settlement due to concretion, and the coactions of soil and pile by applying the contact surface to simulate the coactions. the paper can analyze the service behavior of reuniting foundation and the effect of the pile ' s intensity, length and distance. the paper is concerned with the stressing of pile and the arrangement of pile for the smaller cost to fit the subsidence of throughway

    通過有元計算,分析了復合地基樁土工作,分析了樁的剛度,長度,樁距對地基沉降及超孔隙水壓力的影響,並根據復合地基中樁的受力特點,提出合理的樁的布置方式,在滿足高速公路路面沉降要求的前提下,節省工程投資,加快建設進度。
  8. 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式是根據彈地基中應力分佈及土的極平衡態理論為依據而得出的,求地基的沉降變形時則視土體為彈,這些理論對地基及土的假設與淺基礎地基的實際工作態及天然土體的非線、彈塑存在一定的偏差。
  9. Then, by using the great fem programme and the drucker - prager model, the thesis establishes the pile - soil model of super - long piles, analyzes the mechanism of bearing and deformation of super - long piles under vertical loading systemically, studies the characteristics of q - s curve, bottom resistance, pile shaft resistance and critical length of super - long piles in detail, acquires some practical guidance conclusion. secondly, with a practical engineering, the author expatiates the bearing characters of super - long piles farther. the thesis points that super - long piles are frictional piles under the condition of working loading

    然後應用大型有元程序,採用土的drucker - prazer模型,建立了超長樁分析計算的樁土模型,系統分析了超長樁在豎向荷載作用下的承載機理和變形特,研究了超長樁的荷載?沉降特,端阻、側阻的發揮以及超長樁的有效樁長,得出了具有實際指導意義的結論。
  10. On the basis of the others, according to the constructional feature of the constitution of the composed soil nails, the computation mode of the he strut frame made of composed soil nails was set up to analyze the distortion of the he strut frame made of composed soil nails when it is stressed. with the engineering data, the strut frame made of composed soil nails is analyzed with the program ababqus, and the effects of the distortion characters, the property of the deposition of the ground, the mechanical property of the soil nails, the variation of the length and the separation of the soil nails, and the diametric of the mixing piles on the strut frame made of composed soil nails, and the distortion property of the strut frame made of composed soil nails under different ground conditions

    在總結前人的研究成果下,針對復合土釘墻構造的特點,建立了模擬復合土釘墻受力變形的計算模型,並結合工程實測資料,運用大型通用有元程序ababqus對復合土釘墻進行了有元分析,詳細討論了復合土釘支護結構開挖過程中的變形特、地面沉降、土釘受力;土釘長度變化、土釘間距變化、攪拌樁樁徑變化對復合土釘支護結構的影響;復合土釘支護結構在不同地基條件下的變形特
  11. The results reveal that calculation errors can be reduced with the linear expending nodes, which can be found out by anti - inference method, decided on the limiting equilibration surface based on the advance losm method

    結果顯示,用改進一次二階矩法將線展開點(可用反演算法求得)選在極平衡態面上,可減小計算誤差。
  12. The consequence is, when the majority of structure does n ' t enter yield habitus, but the position of belly - board has been reached the ultimate habitus, it lead to material waste of the other positions, we should pay attention to the disastrous result it will bright to us

    它帶來的後果就是當結構的大部分處于彈態時,箱梁腹板處由於剪力滯效應一般最先達到強度極態,導致腹板間材料的抗力沒有得到充分的使用,如不引起重視會帶來災難後果。
  13. Large intestine the symptom of carninomatosis person is different, can generate limitation abdominal pain, or it is whole next bellyacke, bellyacke appears repeatedly, often accentuate when the activity, by intermittence the likelihood turns for durative

    大腸癌病人的癥並不一樣,可以產生局腹痛,或是整個下腹痛,腹痛反復出現,常在活動時加重,由間歇可能轉為持續
  14. The important meaning in which this direction studied has lain in establishing the connection between the material science of concrete and civil engineering, analyse the strength in terms of material microcosmic or the mesoscopic, have important meaning to understanding, know the essential law of the strength of concrete. this text divides six chapters altogether. chapter one reviewed the pore structure in nowadays domestic and international research current situation, including the concrete examines research, research of the pore structure model and the research current situations of pore structure and strength relation of the pore method, have introduced some most important achievements of structure research of pore ; chapter two narrated much yardstick of the material mesoscopic structure of concrete and principle of examining pore technology of material of concrete, and the commonly used sign parameter in discussedding the pore and material pore of quito of cement and analyse, have explained that the influence factor of mip to the result of study of pore, has pointed out the limitation in mip in the pore structure ; analyse porosity and strength relation development course of model emphatically, and has carried on comparative analysis to the existing model, has pointed out the weak point of the original model ; on the basis of " ing integrate synthetically ", propose concrete pore structure compound body model and pore physical model of systemlex body ; chapter five carried on the corresponding test data to compares to the model parameter appearing in model of chapter four with and analyses, have received k value of the characteristic of strength of matrices of reflecting according to the method to return to analysis, and calculate the influence produced on the strength of concrete in revision that can probed into the content of cement, elastic mould and surface energy, exactness of the inspection model ; chapter six is the conclusion, according to studying the survey this text to some research conclusions of the pore structure and making corresponding prospect to the structure development of pore

    第一章回顧了孔結構在當今國內外的研究現,包括混凝土測孔方法的研究、孔結構模型的研究及孔結構與強度關系的研究現,介紹了孔結構研究方面的一些最重要的成果;第二章敘述了混凝土材料細觀結構的多尺度及混凝土材料測孔技術的原理,並討論了水泥基多孔材料孔隙分析中常用的表徵參數,也說明了壓汞法測孔對研究結果的影響因素,指出了壓汞法在孔結構研究中的局;第三章是著重分析了孔隙率與強度關系模型的發展歷程,並對已有的模型進行了比較分析,指出了原有模型的不足之處;第四章在「綜合集成」的基礎上,提出了混凝土孔結構復合體模型和孔系統的物理模型,並模擬了該模型下由各單體並聯形成的復合體的斷裂過程,最後根據所建模型編制了相應的計算程序,可根據輸入的孔徑分佈與水泥含量等參數,實現混凝土理論強度的計算;第五章對第四章模型中出現的模型參數進行了相應的試驗數據對比分析,根據回歸分析的方法得到了反映基體強度特徵的k值,並從理論上探討了水泥含量、彈模量和表面能的修正對混凝土強度計算產生的影響,檢驗模型的正確;第六章是結論與展望,根據研究綜述了本文對孔結構的一些研究結論並對孔結構發展作了相應的展望。
  15. Hoop - stove chimney in the bao - steel incorporated company steel pipe factory regarded as the specifiable object the paper makes systemic studies including investigation and inspection of the reinforced concrete chimney and reliable assess method. some studies performed and results achieved mainly include : synthetical investigation method of the reinforced concrete chimney usage condition is put forward and real usage condition of the hoop - stove chimney in the bao - steel incorporated company steel pipe factory is handled by means of entirely investigation and inspection ; the mostly reason for impairment and defect of chimney locating in steel pipe factory hoop stove is revealed through result analysis of investigation and inspection ; to meet practical requirements that corporations manage industrial building all alone the paper presents condition appraisal method on reliability of the reinforced concrete chimney and assesses the reliability of hoop - stove chimney in the bao - steel incorporated company steel pipe factory

    論文以寶山鋼鐵股份有公司鋼管廠環形爐煙囪為具體對象,對鋼筋混凝土煙囪的調查檢測和可靠評定方法進行了系統研究,主要研究內容和成果包括:提出鋼筋混凝土煙囪使用況的綜合調查方法,並對鋼管廠環形爐煙囪進行了全面調查和檢測,掌握了煙囪實際的使用況;通過對調查檢測結果的分析,揭示了鋼管廠環形爐煙囪損傷和缺陷的主要原因;針對我國企業內部對工業建築管理的實際需要,提出鋼筋混凝土煙囪結構可靠態評估方法,並鋼管廠環形爐煙囪的可靠進行了評定。
  16. However, the meaning of the law in international private international law, international society and the effect of international private international law, observation of international private international law under the anarchical society and limitations of international private international law in protecting international artier have not been analyzed comprehensively and deeply in private international law circles and international politics circles, so the article try to discuss and analyze the issues mentioned above deeply, in order lit grasp the issues of the effect of international private international law on contemporary international relations correctly

    然而,在國際私法學界和國際政治學界對國際國際私法中「法」的含義,在國際社會與國際國際私法的效用、無政府態下國際國際私法的遵守和國際私法對維護國際秩序的局等問題上的分析尚不夠全面、深入,本文擬對上述問題進行深入探討和分析,以便能夠正確地把握國際國際私法在當代國際關系中的效用問題。
  17. Another topic of this article is to try to find a proper overlay design method. by using elastic layer system ( els ), finite element method ( fem ), genetic arithmetic ( ga ) back calculation and efficacious thickness method, the paper puts forward four design methods. the results say that the position where the max stress appears is not the only one but varies with the thickness of overlay

    根據陜西省高速公路瀝青路面病害以及使用能的實際情況,提出了代表彎沉值的計算方法以及下臥層模量的反演方法,在此基礎上利用彈體系理論、有單元理論、遺傳演算法以及有效厚度法等理論對加鋪層厚度設計方法進行了研究。
  18. Study limitations included the lack of recording for tumor grade and estrogen - receptor status, and the possibility of misclassification of some hereditary cases

    本研究的局包括缺乏腫瘤分級和雌激素受體態的記錄,以及可能對某些遺傳病例分類錯誤。
  19. In order to solve the default of the limited valid scope and discontinuity characteristic, introducing the state continuous conversion gene based on establishment of respective mathematics model for low and magnitude current scope, and integrate with them reasonably then having established the mathematics model of suitable whole scope and having solved present mathematics model existent problems

    本文針對目前電弧爐負載數學模型存在的適用范圍有、特不連續等缺點,在建立了分別適合大、小電流區域運行特的數學模型的基礎上,引入態連續轉換因子,將分別適合大、小電流區域運行特的數學模型有機結合為一個整體,建立了適合全范圍的數學模型,解決了目前數學模型存在的問題。
  20. Firstly this paper points out that the mainstream value investment theories limits to some stratifications, such as market, business or product, technology and administrative levels, but it neglects the organizational idiosyncracy of the crux of the value factor, and it ' s better essence, better deep, better lasting than others. secondly this paper inducts and introduces collins " organizational idiosyncracy ideas, points out the importance of value investment theories " development ; and then establishes investigating index system of organizational idiosyncracy, through the way that from the surface to the core achieved a comprehensive summary of its external demonstrations in a large degree. to approve the effectiveness and operativeness of the investment index system in its application, this paper has chosen the specific cases in various corporations of different industries both at home and abroad, and made a various analysis of them, so that affirmed the advance and feasibility of the organizational idiosyncracy investment methods

    本文首先指出主流價值投資思想主要局於市場、業務(產品) 、技術和管理層等層次,而忽視了組織特質這一更本質、更深層、更持久的關鍵價值因素;其次引入並評價了柯林斯的組織特質思想,指出了它對投資思想發展的意義;然後形成了一套組織特質的評價指標體系,利用該體系由表及裡的,在最大程度上實現了對組織特質的全面概括;同時為了證實該指標體系的有效,選取了國外公司、我國不同行業的不同公司進行了個案分析,通過對不同組織特質況企業的多角度分析確認了組織特質投資方法的先進和可行;最後對組織特質投資方法的適用和局予以了總結。
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