結構破裂 的英文怎麼說

中文拼音 [jiēgòuliè]
結構破裂 英文
structural breakup
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ動詞1 (完整的東西受到損傷) be broken; be damaged 2 (使損壞) break; break down; damage 3 (使...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  • 破裂 : break; fracture; burst; split; rupture; crack
  1. If magnitude of expansive stress caused by adscititious magnesia is too large, or its distribution is not uniform, it trends to damage the structure of cement concrete, and then affect seriously dam durability

    如果氧化鎂混凝土膨脹量過大或不均,都將壞水泥混凝土,影響耐久性,甚至局部崩造成安全事故。
  2. Based on the previous research on the portal crane administration, one standpoint put forward in this paper is idea that is on the foundation of reliability in this paper, two viewpoints take shape when reason is analyzed, that is fatigue break and appearing the flaw that will extend. what is the fatigue break ? ( this phenomenon is always happen in some place ), the fatigue is that board appears apophysis and concave when the board is pressed. so that the board ability of bearing the weight of load will descend

    本論文建立在已有的港口裝卸機械管理的研究基礎之上,進一步提出了以可靠性為基礎的港口裝卸機械的管理思想,已有的研究表明,港口機械設備壞主要由於兩個原因,第一是穩定性問題,特別是件的局部穩定性,所謂穩定性是指:在板的平面內,板受到平行於板面的壓力作用,使板發生隆起、內陷等凹凸不平的果,從而使板受載能力減弱;第二是出現疲勞紋及其擴展,這是由於設備長時期運行,而造成設備某些部位出現紋並得以擴展,使設備承載能力下降。
  3. Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project

    巖體,特別是軟弱面對基巖斜坡變形與壞具有顯著的控製作用,巖體模式分析是建立斜坡地質模型和數學模型的關鍵和評價斜坡穩定性的基礎。巖層層面斷造節理隙片理與劈理以及侵入體和圍巖的接觸帶等是控制基巖斜坡穩定的軟弱面,這些成因不同大小不一的面將巖體分割成性質各異力學強度不均的各種巖體體,成了15種基巖斜坡變形壞的巖體基本模式。不同體的重新組合與排列是斜坡失穩的內在原因。
  4. Lawmaking is to aim to enhance all kinds of law ’ s efficiency factors which are confirmative degree and developmental degree and efficient social press. new laws are needed when the law demand which is asked for the variability of insider structure breaks through the intrinsic law supply because a domain ’ s insider structure changes, that is, new sub - domains appear, or intrinsic sub - domains expand or fission or shrink or die away. new laws are also needed if that situation is estimated by legislators in advance

    立法旨在提高各子域法的效率因子? ?確定性因子、適應性因子和社會壓力的有效性因子;當域的內部發生變化,即出現新的子域,或者原有子域壯大、變、萎縮抑或消失時,這種域的內部的變異性對法律的需求一旦突了原有的法律供給,或者立法者已於事先估測到這種情形時,新的立法就成了必需。
  5. At low concentration of zn, the changes in ultrastructure were nuclei deformation, chloroplast swelling and disorder of thylakoid arrangement ; serious damages in ultrastructure caused by greater zn stress were indicated by scattered nucleoli, condensed chromatin, almost empty nuclei with nuclear membrane disrupted and nucleoplasm flowing into cytoplasm, swollen and partly dissolved cristae of mitochondria, disrupted and collapsed chloroplast envelopes, and some dissolved thylakoids that flew into cytoplasm

    超微的變化也呈現加重趨勢,低濃度處理的變化為細胞核變形、葉綠體膨脹、類囊體排列紊亂;嚴重的超微的損傷是核仁散開、染色質凝集,細胞核幾乎成為空核和核膜,核質散出;線粒體脊突膨脹和部分溶解;葉綠體膜斷、消失和部分類囊體溶解和散到細胞質中。
  6. An obvious split appears in the social interests structure due to the fact that the old social interest distribution has not been broken and the new one hasn ’ t established, hence the social interests have kept being disunited and being integrated and the conflicts among the interest groups are on a rise

    由於舊的社會利益格局被打,新的社會利益格局還沒有定型,社會利益出現了明顯的痕,社會利益不斷分化整合,利益沖突也出現出加劇的趨勢。
  7. Most damage of construction is due to the crack, so people always consider the beginning of crack as the sign of danger, it always makes people fear. with the development of economy in our country, the dimensions of construction is larger and larger, and the engineering is growing towards large - scale and complexity, because the refresh of material of concrete, the strength of concrete is improved, but a lot of crack appears in the engineering. in recent years, as the further development of economy in our country, the need of steel in the engineering is increscent, but the supply of steel in our country can not satisfy with the need, the price of steel is continuously rising, so it gives us a problem, we must save steel in designing construction and simultanentily controlling the crack of construction. so it gives us a new question on crack study

    由於建築物的壞往往始於縫,所以人們一般把縫的出現視作危險的徵兆,縫使人們產生恐懼感。隨著國家經濟的發展,工程建設規模越來越大,工程朝著大型化、復雜化的方向進展,隨著混凝土原材料的不斷更新,混凝土強度等級的不斷提高,在實際工程上出現了大量的縫問題。近年來隨著國家經濟的進一步發展,用於工程建設的用鋼量日趨增大,而國家的鋼材供應量不能滿足日趨增大的市場需求量,導致鋼材的價格不斷上漲,這就要求我們在節約鋼材用量的基礎上來設計控制工程中的縫問題,這也就給縫研究提出新的課題。
  8. This has resulted in the fracturing of the monolith

    這也導致了整體
  9. The second-story system suffered relatively little in structural respects although windows were broken and paste cracked.

    第二層樓在方面所遭壞較小,雖然窗戶碎,壁灰碎
  10. The damages of monocrotophos on tnicrostructure of testis were that it caused the deficiency of ground membrane, hypertrophied leydig cell and spermatogenous. besides, the y - gtp activity was inhibited by monocrotophos

    久效磷對金魚精巢組織壞主要表現為:精小葉基膜斷; leydig氏細胞出現肥大現象;精原細胞膨脹。
  11. After researching the loads on dangerous rock synthetically, the author points out the development and collapse mechanism of dangerous rock : the geology foundations that forms dangerous rock are the constructional surfaces such as tectonic fracture 、 relief fissure, soft interlayer etc. the developing of dangerous rock is due to release of in - situ stress in rock 、 aeolation 、 water erosion and root flerry. the main loads leading to collapse of dangerous rock are gravity, water pressure and earthquake force

    在綜合研究危巖上的各種作用之後,本文提出了危巖的形成和壞機理:硬質巖體中隙、卸荷隙、及各種軟弱夾層,面的的存在是危巖形成的地質基礎;地應力卸荷、風化、流水侵蝕、植物根劈是危巖發育的主要作用;重力、水壓力、地震力是危巖崩塌的主要荷載。
  12. The crystalline structure changes of pp induced by pan - milling were characterized by x - ray diffraction and raman spectroscopy. xrd analyses show that when pp was co - milled with uhmwpe, crystal transformation of pp occurred, its crystallinity and crystallite size decreased, whereas, only slight reduction of crystallinity and crystallite size were observed and no crystal transformation was found when pp was co - milled with wtr chips, and amorphization of pp was strongly enhanced by co - milling pp with iron

    採用x -射線衍射研究了聚丙烯碾磨粉碎過程微觀變化, uhmwpe存在下pp發生晶型轉變、晶度降低和晶粒尺寸減小;彈性材料wtr抑制pp塑性變形,碾磨導致分子堆積有序區域膨脹,晶面間距增大,晶度下降;剛性材料金屬鐵與pp產生強烈摩擦,加快晶粒細化,晶格導致非晶化。
  13. They are expanding model of the bomb body, bursting model of the bomb body and motion model of the fragments. according to the models, the paper gives a detailed algorithm for the whole process of the bomb explosion. ( 7 ) based on the explosion mechanism and the stochastic characteristic of the shell, the paper advances some reasonable hypotheses and supposes that the explosion process of the shell is a markov process, thus constitutes two explosion models of the shell : the imitation model an

    (刀從爆炸的機理出發,利用合理的假設,將殼體的爆炸過程處理為馬爾可夫過程,把爆炸的機理同爆炸的隨機性聯系在一起,建立了殼體爆炸的兩種模型:模擬模型和簡化模型,提出了程度的倍密度函數和方向的倍密度函數兩個概念,得到了基於半邊的虛擬殼體爆炸過程中任一條邊出現縫的概率公式。
  14. When heating temperature reached 300, crackings appeared on the surface of ceramic tiles but the microstructure of glaze exhibited no apparent change when heating temperature reached 900, the glaze melted, the crystal structure of the tiles broke down, the integrity of ceramic tile was destroyed and the intensity was almost lost

    當溫度達到300 ,冷卻試驗時,釉面可產生紋,但顯微基本無變化;當溫度達到900 ,冷卻試驗時,釉面出現熔化現象,坯體晶體碎,完整性遭到壞,強度基本喪失。
  15. The results show that the damages to the appearance of concrete structures exposed to atmosphere, including honeycombing, cracking along rebar, rebar corrosion, and concrete delamination, are quite serious, that the poor quality of concrete construction, the insufficient thickness of local concrete cover, and the rebar corrosion expansion and dilatancy induced by carbonization of concrete cover are the main causes, and that the main form of damages to the overflow structure is the abrasion resulted from water scouring

    果表明,水閘的水上(大氣中)混凝土外觀損十分明顯,露石露砂、順筋縫、鋼筋銹蝕、混凝土損剝落等已十分嚴重;引起壞的主要原因是混凝土施工質量較差,局部保護層厚度不足,混凝土保護層碳化引起鋼筋銹蝕脹,而水流沖刷磨蝕是水閘過流壞的主要形式。
  16. Through the investigation research on practical damaged element, considering the effect of corrosion, high temperature, wet environment, damage ( crack ) on structural durability, bearing capacity. this paper established the reliability analysis method of large - scale industrial factory, and applied the fuzzy mathematics to establish the factor set and weight coefficient set on the basis of expert experience. an analyzed method for fuzzy evaluation of structural element and bent frame structure system reliability is put forward

    通過對實際件的調查,考慮腐蝕,高溫,環境潮濕,損(縫)等因素對耐久性、承載力的影響,論文建立了大型工業廠房可靠度的計算方法,利用專家經驗和模糊數學方法建立了模糊評價的因素集和權重集,對鋼筋砼件和廠房排架體系進行了模糊評價。
  17. Simultaneity, through contrast analysis validate that antiseimic capacity of expansion web is better than that of steel web. therefore, based on the experiences summed up by precedence, the formulation for calculating the crack load and limit load of brick masonry house reinforced by expansion web is advanced, which provides project reference. based on the analysis and studies of masonry shearing strength, test of prestressed single brick masonry wall, and test of prestressed brick masonry house models, and ect, the article has carried through several aspect research as below : 1. a series of experiment on material capability of expansion web, including intensity of single thread and expansion web, ect ; 2. research on influence of loading and destroy of masonry brick building reinforced by expansion web under lowcyclic loading ; 3. study of impact of expansion web on ductility, energy dissipation, intensity, ect under the same situation as above ; 4. put forward computation formulation of masonry brick building reinforced by expansion web

    本著以上的研究目的,本文在分析和借鑒前人砌體抗剪強度理論、預應力單片墻試驗研究、預應力模型抗震性能試驗研究等基礎上,進行了以下幾方面的研究工作: 1 .作為一種新型材料擴張網,進行了一系列的材性試驗(單絲強度、網片強度和在砂漿中被約束條件下的網片強度及其相應的彈性模量) ; 2 .研究了水平荷載往復作用(低周交變)下,普通鋼絲網和擴張網砂漿對砌體及承載能力和壞形態的影響,並將這兩種材料的加固效果進行了對比; 3 .上述狀態下,兩種網片水泥砂漿對砌體變形、延性、耗能、剛度退化等抗震性能的影響及其影響效果的比較; 4 .提出擴張網水泥砂漿加固砌體的抗剪強度計算建議公式。
  18. As it is difficult to obtain the accurate analytical solutions for the stress constraints of general 3d cracks, we have conducted systemically detailed researches on the out - of - plane stress constraint by finite elements ( fe ) and proposed a two - parameter description of non - through thickness 3d crack fields. several problems in damage tolerant design were also investigated based on continuum mechanics and probability theory

    三維應力約束對精確預測壞不可缺少,因此,本文採用三維有限元等方法基於連續介質力學、概率論等理論,對典型三維紋尤其是非穿透紋系統深入地開展了三維應力約束理論計算、三維紋端部應力場描述以及三維損傷容限設計的研究。
  19. The main causes of breakage were concrete tube pile instability of foundation pit or failure of its bracing, soil squeeze due to pile driving, incorrect excavation and incorrect heap of soil

    摘要造成混凝土管樁傾斜與斷的主要原因為基坑邊坡失穩或支護壞、沉樁擠土效應以及挖土與堆土不當等。
  20. According to my research about the damage of cranes " metal structure of our country ' s ports recently and the investment of the causes and principles, we pointed out the necessity and importance of the inspecting of the state of cranes " mental structure. 2. through fatigue test and theoretic analysis of structure, principle of destruction is educed about crack due to structure fatigue to mental structure of portal crane

    本文主要內容有: 1 、通過對目前我國港口門座起重機金屬壞的現狀調查,分析了壞的原因和機理,提出了對門機金屬進行狀態監測的迫切性和必要性; 2 、通過疲勞實驗和理論分析,得出了疲勞紋對門機金屬壞原理。
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