過早破壞 的英文怎麼說

中文拼音 [guòzǎopòhuài]
過早破壞 英文
premature failure
  • 過 : 過Ⅰ動詞[口語] （超越） go beyond the limit; undue; excessiveⅡ名詞（姓氏） a surname
  • 早 : Ⅰ名詞1 （早晨） morning 2 （姓氏） a surname Ⅱ副詞（很久以前） long ago; as early as; for a long ...
  • 破 : 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...
  • 壞 : Ⅰ形容詞1 （不好的; 惡劣的; 使人不滿意的） bad 2 （表示程度深 多用在表示心理狀態的動詞或形容詞後面...
  • 過早 : premature; untimely
  • 破壞 : 1 （使建築物等損壞） destroy; wreck; ruin 2 （使事物受到損害） do great damage to; do harm to; da...
  1. According to this scenario, researchers could never find evidence of such early chondrules because all these objects would have been destroyed by the melting of the chondritic asteroids into which they accreted

    在這個情形下，研究人員恐怕永遠也無法找到如此早期的球粒證據，因為所有這些物體在聚合的過程中，都會因為球粒隕石小行星熔化而被破壞。
  2. Through the research and analysis on the three aspects concerning the base interface of the pavement panel, crack accumulation, expansion in the pavement panel and interaction between spring plates on the road surface as well as its damage on the road fatigue, it is first brought forth that the process of fissures and breakage in the cement concrete pavement can be divided into three stages, i. e. stage of initial crack formation and damage in the bottom of the pavement slab, stage of accumulation, intensifying & expansion in ruptures from load during the time of use and stage of fissures & breakage in the pavement

    通過對路面板底界面開裂、路面板中裂縫積聚、擴展和路面表面車板相互作用及其對路面疲勞破壞的影響等三個層面的研究和分析，首次提出水泥混凝土路面的開裂和破壞過程可以分為三個階段，即路面板底初始損傷西南交通大學博士研究生學位論文第11頁和早期裂縫的形成階段、使用期間荷載作用對路面造成的開裂損傷累計、加劇和裂縫擴展階段以及路面斷裂破壞階段。
  3. By means of inquisition, the paper analyzes the causes of cement concrete pavement damage in earlier period, divides its damage into stages and analyzes the damage mechanism in theory, then puts forward relevant countermeasure for all stages. on base of these, by studying large quantity of experiments indoors combined testing road, the technique of pressing mortar under cement concrete plank and changing pavement plank, the material used to quickly repair pavement and system for draining off water are analyzed and researched in detail from principle to craft. at same tune, all kinds of repairing material and technique adaptable to cement concrete pavement are put forward

    本文通過對水泥混凝土路面破損的調查，分析了造成水泥混凝土路面早期破損的原因；劃分了水泥混凝土破壞階段，對不同階段的破壞機理進行了理論分析，並相應的提出了各階段的維修養護對策；在此基礎上，通過大量的室內試驗並結合試驗路的研究，重點對水泥混凝土板底壓漿技術、水泥混凝土路面的換板技術、水泥混凝土路面的快速修補材料以及對水泥混凝土路面的排水系統從技術、原理到材料工藝進行了詳細研究和理論分析，提出了適應各種水泥混凝土路面破壞的修補材料和修補技術；最後本文還對修築水泥混凝土路面提出了具有指導性的建議。
  4. According to the geological survey on no. 316 national road from zaoyang to shuhe in the southern shaanxi province, five deformation and failure patterns of the slope in soft metamorphic rock are concluded and analyzed in detail, for effective forecast and economical treatment of slope hazard

    本文通過對陜南316國道早陽蜀河段的實地調查，歸納了該路段軟弱變質巖邊坡的變形破壞特徵，總結出順層滑動、彎曲傾倒、楔形體滑動、潰曲破壞以及滑移拉裂5種典型的病害模式，並對每種變形破壞模式進行了具體的實例分析，從而為邊坡成災預警和選擇經濟有效的治理對策奠定基礎。
  5. By the observation and analysis to the bearing function and break appearance of the rc beams with different forms in the experiment, and with theories of rc beams and strengthening by gluing steels, the most emphasis is placed on the three problems such as the capability of bearing bending, the classification and mechanism of the premature failure, and the rigidity and deflection under short - dated loading

    通過對試驗中各試件梁的受力性能及破壞形態的觀察和分析，並結合鋼筋混凝土梁和粘鋼加固的有關理論，全文重點討論了三個方面問題：即粘鋼加固梁的抗彎承載力，早期破壞的分類和破壞機理，短期荷載作用下的剛度和撓度。
  6. Ten to twenty times more trees were reported in parts of southern niger in 2005 than there were 30 years earlier. some reclaimed land can now be farmed again. tha land became infertile during the 1970s and early 80s. but about 20 years ago, local farmers recognize that their onceproductive soil was being carried away by severe winds

    在2005年大部分南部尼日地區的樹木比30年前的樹木多出了10到20倍的數量.一些開墾土地現在又可以被耕種了.那塊土地在70年代和早期的80年代變得開始不肥沃.但是大約20年之前，當地的農民意識到他們過去多產的土地正在被嚴峻的天氣所破壞
  7. Furthermore, according to results, the resistance of steel can reflect the damage exactly. ( 2 ) depending on the analysis of flaw size of the experimental samples, a theoretical model has been reached. the model is more close to the experiment result

    在觀察得到的試樣表面裂紋的萌生和擴展規律的基礎上，通過對損傷后的實驗數據進行擬合，得到了鋼的疲勞損傷累積的一般理論模型，該模型更好的反映了鋼在疲勞循環的中早期的破壞，在疲勞測量精度上有了較好的改進。
  8. However nowadays problems appear in its durability. the erosion of reinforcement is regarded as the main reason which cause the early destroy in the reinforced concrete construction

    現已發現其耐久性出現了種種問題，鋼筋腐蝕破壞被確認為是導致鋼筋混凝土結構過早破壞的一個最主要的原因，而氯離子的侵蝕則是引起鋼筋腐蝕的首要因素。
  9. Through opencut mining of cihai hidden iron ore deposit in recent years, it is found that there are multiperiodic diabase walls penetrated the steeply north - inclining iron ore bodies in different directions in early postmineral period so as to destroy the integrity of the iron ore bodies and divide them into many small south - inclining bodies

    通過對該隱伏礦床的露天挖掘開采，發現鐵礦床在成礦后，早期有多期次輝綠巖墻以不同方向穿插於向北陡傾之鐵礦體中，從而使鐵礦體的完整性受到破壞，肢解成眾多向南傾小礦體。
  10. Research results show that the settlements of the road structure mainly come from the consolidation and the accumulative residue settlements under the cyclic loads. excessive uneven settlements will produce the premature failure on the pavement. and few researches on the interaction of pavement and subgrade have been developed at present

    研究表明，路面路基結構的沉降變形主要來自地基路堤土層的固結壓密沉降和交通荷載反復作用下路面路基各結構層的累積殘余變形，路面路基結構發生過大的沉降變形會使路面過早破壞。
  11. Based on field investigation and computer - aided analysis, pavement conditions in the 2nd phase of guangbei section of national highway 108 is identified as premature failure

    通過對路面的實際路況調查與計算機程序分析，可以確定廣北路二期工程的路面破壞性質為早期破壞。
  12. The asphalt pavement on cement - bound crushed stones base produces cracks easily so that the structure of pavement is destroyed too early

    水泥穩定級配碎石基層瀝青路面易產生裂縫，造成路面結構過早破壞。
  13. The examples of engineering have shown that much concrete is prematurely destroyed for their weak durability, and yet, the first reason for weak durability is cracking and leakage of concrete

    工程實例表明，很多混凝土過早破壞的原因是因為耐久性差。然而，混凝土的開裂、滲漏是引起混凝土耐久性不良的最重要因素之一。
  14. Durability of concrete is a serious problem which must be faced in the field of road. the reliability of bridges depends on the durability of concrete to a great extend. many roads and bridges failed at early age because of low durability of concrete

    混凝土的耐久性是目前公路界面臨的嚴重問題之一，混凝土的耐久性在很大程度上決定了公路橋梁結構的安全性，其耐久性不足是許多公路橋梁結構過早破壞的主要原因。
  15. Reinforced concrete structure is a structure form that is most widely applied in engineering. since it is found that the reinforced concrete structure is demolished prematurely because of the corrosion of reinforcement, it becomes a focus to which civil engineering field pays attention generally

    鋼筋混凝土結構是應用最為普遍、范圍最廣的結構形式，由於鋼筋銹蝕引起鋼筋混凝土結構的過早破壞，已成為土木工程界普遍關注的一大焦點。
  16. As a usually, the designer of concrete structure is often interested in concrete ' s strength. but many steel - concrete structure is usually destroyed because it ' s durability, but not it ' s strength, this made many designers realize the importance of durability

    通常情況下，混凝土結構設計者往往只對混凝土的強度特別感興趣。但是許多鋼筋混凝土結構，往往會發生過早破壞，其原因不是由於強度，而是由於耐久性不足。這使得很多設計者意識到耐久性的重要。
  17. Enormous numbers of material and money have been wasted for the conservation of pavement design or the roads could only be used few years for some designer only know little about rigid - roadbase asphalt pavement. so typical or standard pavement structures are need exactly now to eliminate the random by the way of selecting these structures

    其結果是，一些路面設計的過于保守，造成較大的材料和資金浪廢，而另一些路面則相反，由於結構設計不合適或半剛性材料層厚度不足而產生過早破壞，也造成很大的經濟損失。
  18. After comparing between the finite - element analysis and experimental results, the author verified the fem. then according to the chinese code, the nonlinear finite model of the beam - to - column is established which are made of different size components. the responses of beam - to - column web moment connections which are made of different size components are compared and analyzed from three facets, and the conclusions about the joints behavior are drawn : thicken the connection plate, lengthen the connection plate or use a back - up stiffer can improve the connection behavior, consist of improving the behavior of load - supported and reducing the stress convergence in the flange moment plates

    本文根據我國規范的有關規定，自行建立了12個不同構件尺寸的樑柱腹板連接的三維有限元模型，對不同構件尺寸的樑柱腹板剛性連接節點在單向荷載作用下的反應進行了研究，從結構的mises應力等值線示意圖、梁端加載處的荷載? ?位移曲線、翼緣連接板兩端的mises等效應力以及翼緣連接板與柱相連接的三邊的mises應力等值線示意圖四方面進行了比較與分析，從而得出了不同構件尺寸的樑柱腹板剛性連接的在受力行為上的結論：增加翼緣連接板的厚度、增加翼緣連接板的長度以及採用柱的橫向加勁肋均可以改善節點的受力性能：提高節點的承載能力；減小翼緣連接板內部與柱翼緣邊的的應力不均勻現象，從而避免試件過早地發生破壞。
  19. However, structures designed in general static state put up of a sort dynamical character in practical application and prematurely invalidate or are damaged beyond people ' s anticipation

    然而，常規靜態意義下設計出來的結構在實際應用中表現出較差的動力特性，出乎人們預料的過早失效或破壞。
  20. At the end, the effective cooperatons between marketing and national reserves illtervention will be emphasized to make a profpund theoretic basis for further research. ~ chapter two offer theorctical analysis on sttategic, reserving and insuring - m aspects of national reserves in kind to stress its importance on national defense and. economic security in accordance with the presen defense and economic security situation, the thesis concludes that the establishment and completion of strategic material reserve and stabilized national material reserve is an important guarantee of emergency logistical capacity it thus ensures national and economic security and avoids the dangerous threats to social economy from the shortage and break of the significan recourses in sudden accidents like wars

    第二章主要是通過對國家實物儲備國家戰略性、后備性和社會保險性的理論分析，論述了其對國家國防安全、經濟安全的重要意義，並結合新形勢下我國具體的國防安全和經濟安全狀況，指出應及早建立和完善適合我國具體國情的科學的重要戰略資源的國家儲備穩定機制，作為提高應急保障能力的重大戰略措施，以確保我國國防安全和經濟安全的基礎和環境不受破壞和潛在威脅，避免因戰爭等突發性事件造成重要資源的供應中斷或供應急劇減少而對社會經濟造成巨大沖擊。
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