超載破壞 的英文怎麼說

中文拼音 [chāozǎipòhuài]
超載破壞 英文
overload failure
  • 超 : Ⅰ動詞1 （越過; 高出） exceed; surpass; overtake 2 （在某個范圍以外; 不受限制） transcend; go beyo...
  • 載 : 載Ⅰ名詞（年） year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 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...
  • 超載 : overload; excess freight; supercharge load（ing）; overloading; superload
  • 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. This test is based on homogeneous soil in foundation, and divided into two phases. the first is to stimulate the construction flow to excavate the pit ; the second phase is destructive test. because the pit is stable in the first phase and the research is point to the geometry shape of the failure surface, moreover, limited to the test condition, the effective surface force is applied to the pit

    此次模擬試驗主要是針對簡單均質的基坑土層進行研究，試驗分為兩個階段，第一階段主要是以相似工況模擬基坑開挖，第二階段主要是破壞性試驗，即由於在第一階段基坑在開挖范圍內能夠自穩，為使基坑達到破壞狀態以研究滑面幾何形態，限於試驗條件，採用「等代面力」的方式施加超載。
  2. Several ways of stability appraisal exist : ( a ) reduce shear strength method ; its reduces shear strength parameters ( c and ) of the materials ( b ) overload method, it increases all loads gradually from minimum to maximum level as times progresses until failure occurs

    穩定分析時採用： （ a ）強度儲備法，即等倍數地降低材料的強度參數（ c和） ； （ b ）超載法，即等倍數地將荷載由小到大逐步增加，直到破壞產生。
  3. In general, both of them are used to verify the results. using geomechanical model test method, the overloading process and wreck character of high arch dam was emulated completely for tengzigou arch dam. it is emphasized for stabilization safety evaluation various major loading function of high arch dam must be accounted and arch dam ' s whole stability is the most important

    本文用地質力學模型試驗方法分析了藤子溝拱壩的超載過程和破壞特徵，並強調無論是超載試驗還是超載計算分析，在評價拱壩安全度時都應綜合考慮各種影響拱壩受力的主要荷載因素，以拱壩整體工作能力作為評價依據。
  4. Sustainable consumption is a kind of consumption that follows economic rules, social rules and nature rules in the global environment and the carrying capacity of resources to achieve economic growth, social progress, and optimizes interests of consumers themselves, other people and future generations to meet material, spiritual, ecological needs of consumers. this requests consumption mode is scientific, healthy, civilized, saving resources and protecting environment, but the group consumption and the citizen consumption have many phenomena which disobey with it. all these phenomena are summarized as follows : waste existing among administrative consumption and duty consumption, the straight consumption, material consumption and spirit consumption uncoordinated, postponed consumption, advanced consumption and human consumption

    可持續消費是一種遵循經濟規律、社會規律和自然規律，在全球環境和資源的承載能力下實現經濟增長、社會進步、最優化消費者本人和當代其他人以及後代人利益，能滿足人類的物質、精神、生態需要的消費，這要求消費方式是科學的、健康的、文明的、節約資源和保護環境的，但是當前的集團消費和居民消費中存在許多與之相悖的現象，本文將這些現象歸納為:集團消費中的政務和職務消費中的浪費，居民消費中的直線型消費、物質消費和精神消費的不協調、延期消費、超前消費以及人情消費中的浪費資源、污染環境、破壞社會風氣、不利於人的全面發展和影響有效需求擴大等方面。
  5. Rut has become one of the most important performances with the increasing of traffic on flexible road

    隨著渠化交通和超載運輸的加劇，車轍已經成為柔性路面破壞的一個重要形式。
  6. When combined method is applied, damaged area develops from down stream to up - stream, besides, controlling effect of discontinuous joints is shown. at normal storage water level, the combined safety factors are 4. 05 and 3. 75 for 9b and 4b respectively

    結果表明，超載法時，破壞區從上游向下游發展，且破壞前鋒一直沿建基面附近；綜合法時，破壞區從下游向上游發展，並表現出裂隙結構面參數的控製作用。
  7. The alternative defensive ability of structures refers to their ability to adjust the internal forces automatically to avoid the continuation of damage and maintain the whole structure stability when local members failed unexpectedly due to abnormal events or severe local overloading

    摘要結構的二次防禦能力是指結構因突發事件或局部嚴重超載而造成部分構件突然失效時，結構自行調整內力、阻止破壞過程的延續、保證結構不發生整體破壞的能力。
  8. On the basic of former research men ' s experience, 18 experimental members ( including 9 simple beams and 9 restrained beams ) are designed and tested. in the experiment, phenomena are observed and record by taking photos in the whole process from the first crack appears to test members crash completely, experimental data is attained including load values of crack - appear load, critical load and terminal load, stress values of reinforcing steel bar stress, compressed concrete stress and beam flank stress and values of deflection etc. by analyzing the crack ' s appearing and developing form and stress values of concrete and steel bars, the crash modes of test beams are defined ; shearing force - deflection curves are contrasted and analyzed ; the effects on shear strength of the three factors as shear span ratio, concrete strength and restraining moment are also analyzed

    借鑒已有試驗的經驗，本文設計和完成了對18根超高強混凝土無腹筋梁（包括9根簡支梁和9根約束梁）在集中荷載下抗剪強度的試驗，觀察了試件從裂縫出現到完全破壞失去承載能力全過程的試驗現象並通過拍照進行記錄，獲得了試件的斜裂縫出現荷載、臨界斜裂縫荷載和極限荷載等荷載值和縱筋應變、混凝土受壓應變和梁側混凝土應變等應變值以及撓度值等。
  9. According to the geological conditions of baise project, erosive bands and joint fissures, f6 fault and grout curtain are fully simulated to establish 3d numerical model of the dam and its foundation. 3d non - linear fem is used to analyze the stress and strain and to appraise the operation state of both the dam and it ' s foundation under different operation conditions. by overloading the upstream water level and reducing rock strength parameter, the dam foundation ' s degradation process is simulated and the damage pattern and paths are determined, and finally the safety factor is determined

    2 、根據百色的地形地質條件，充分模擬了蝕變帶、節理裂隙、 f6斷層、灌漿帷幕等，較為真實地建立了壩體與地基相互作用的整體三維數值模型；採用有限元法對壩體及壩基在不同工況下的應力應變狀態開展分析，評價各工況下壩基的運行狀態；而後採用超載法和綜合法對大壩穩定性進行分析，模擬壩基的漸進性破壞過程，從而得到壩基在超載和強度下降過程中的破壞模式和破壞發展路徑，最終確定壩基超載安全系數和綜合安全系數。
  10. That is, the partially penetrating sand drain ground is viewed as the double - layered ground, and its consolidation is analyzed with 1 - d consolidation theory, through the transformation from 3 - d consolidation to 1 - d consolidation in the region of sand drain. this can overcome the disadvantage that the excess pore water is discontinuous between the region of sand drain and under - lying soft layer. to the double - layered ground, based on the consolidation mechanism under surcharge, the excess pore water pressure calculation formula is deduced under the condition of multilevel equably loading or unloading, which perfects the consolidation theory

    然後，在充分考慮豎井區井阻、塗抹作用以及土體結構損傷破壞對固結影響的基礎上，將未打穿豎井地基合理地轉化為雙層地基，按一維固結理論計算，克服了傳統固結計算方法在豎井處理區與下臥層交界面處存在孔壓間斷的缺點；在此基礎上，從超載預壓法的基本原理出發，分析了雙層地基超載預壓固結、沉降機理，推導了多級等速加、卸載情況下雙層地基的固結計算公式，進一步完善了雙層地基固結理論。
  11. The parameters are measured respectively during the experimental process, such as bearing capacity, deformation, strain and so on. it concludes that when the other conditions is equal, the limit bearing capacity of the concrete filled steel tube long column subjected to axial compress is reduced along with the long diameter ratio increased

    從試驗結果可以看出：鋼管混凝土軸心受壓長柱的穩定承載力，在其他條件相同時隨長細比的增大而逐漸降低；試件在最大承載力狀態下，鋼管表面的平均縱向應變已超過鋼管的屈服應變值，破壞呈現為非彈性失穩破壞。
  12. Structural analysis using ansys was also performed to extract the influence of geometric design of subgrades on the responses of pavement structures, especially in cut - fill transitional section over longitudinal profiles and in cross sections. the determination of pavement materials as a result of traffic accumulation, environmental influence, and / or poor construction quality was investigated through the analysis of critical responses

    結合實際交通軸載，全面分析了超載車輛對路面破壞的影響，同時還針對路基斷面型式、填挖過渡，施工質量、環境作用、材料退化等因素對路面關鍵響應的影響進行了分析。
  13. After static and dynamic analysis, we get the conclusions that the structure is safe on the static loadings, but on the dynamic loadings, the maximal stress is about 334mpa, which excesses the bearable stress. so the dynamic loading is the main cause of the boom fractures

    通過靜強度與動強度分析，得出了工作裝置在靜載荷下結構是安全的，而動載荷作用下最大應力達到334mpa ，超過了結構的許用應力，說明動載荷是影響大臂破壞的主要原因。
  14. Malaria is one of the three most prevalent serious diseases in the world, the other are tuberculosis and aid, nearly 500 million people are infected worldwide each year, more than one million died, according to unicef ， un children organization, more than 90 % of all malaria cases are infected in africa, two thousand african children died daily from this disease, doctor patric kaucher is with the center for disease control and prevention, in rural africa, one out of 5 children born does not survive till his fifth birthday, malaria is transmitted from person to person, via mosquitoes carry the parasite. malaria rapidly destroy the red blood cells which deliver o and nutrients to the rest of the body, the disease is preventable and treatable, but most africa do not have adequate resource to do with either

    瘧疾是世界三大嚴重流行病之一，其他的2個是肺結核，艾滋病，每年大約有五億人感染此病，超過100萬人死亡，根據聯合國兒童基金會聯合國兒童組織，大約90 %的瘧疾病是在非洲感染的，每2天就有2萬的非洲兒童死於瘧疾，醫學博士是這個疾病控制和預防中心的，在非洲邊遠地方，出生的孩子每五個有一個活不到五歲，瘧疾可以在人類之間通過載著寄生蟲的蚊子傳播，一旦傳染了瘧疾，人類的運載氧氣和養料到身體各部位的血紅細胞就被很快破壞，瘧疾可以預防和救治，但是非洲沒有足夠的財力來救治瘧疾。
  15. The information supplied by you is correct and accurate in all material respects and shall not contain defamatory, trade libelous, unlawfully threatening or unlawfully harassing statements ; contain obscene material or child pornography and, if it contains any adults only material or element or is otherwise harmful to minors, it shall be posted only in the adults only section and shall be distributed only to people legally permitted to receive such content ; contain any viruses, trojan horses, worms, time bombs, cancelbots or other computer programming routines that are intended to damage, detrimentally interfere with, surreptitiously intercept or expropriate any system, data or personal information ; and contain any hyperlink unless permitted by red - dots

    閣下所提供之資料在各主要方面均屬正確及準確及不得1含有誹謗商業誹謗非法恐嚇或非法騷擾的聲明2含不雅或兒童色情成份如含有隻適宜成年人的內容元素或對未成年人士有害的內容，則該等貨品僅能分發予可合法收取該等貨品之人士3含有任何病毒trojan horses worms time bombs cancelbots或蓄意破壞或嚴重干擾或秘密截取或竊取任何系統數據或個人資料之其他電腦程式及4載有並未獲點點紅所批準之任何超連結
  16. The working stress state and the stability of typical blocks of baise rcc gravity dam are computed and studied based on the 3d non - linear finite element method ( fem ) and rigid body - spring element method ( rbsm ). the analysis of failure process, failure mode, failure mechanism of the dam are studied with overload method and combined method in which rock strength parameters are decreased while water load is overloaded to a certain degree. in this paper, the following works are done

    本文充分發揮有限單元法和剛體彈簧元法的優點，對百色rcc重力壩典型壩段（ 9b 、 4b ）地基穩定安全性進行數值分析和計算，從超載法、綜合法等不同角度，對壩基穩定性開展研究，分析壩體和壩基破壞過程、破壞形態和破壞機理，確定壩基可能的滑動路徑和滑移模式，評價工程的穩定安全性。
  17. Firstly, the displacement, stress, strain fields and the working state of dam body and foundation are evaluated by fem. by overloading the upstream water level and reducing rock strength parameters, the failure process of dam foundation is simulated and the failure mode and paths are determined. the results show that when overload method is used, damaged area develops from up - stream to down stream with failure front stays near the interface between dam body and bedrock

    首先採用非線性有限單元法對壩體及壩基在不同荷載工況下的變位、應力應變狀態展開分析，評價各工況下壩基的運行狀態，而後採用超載法和綜合法對大壩穩定性進行分析，模擬壩基的漸進性破壞過程，追蹤巖體破壞狀態的發展演變過程，從而得到壩基在超載和強度下降過程中的破壞模式和破壞發展路徑。
  18. Through studying the designed road surface curve and sink value, bottom stress and other aspects due to overloading, the paper found the effect of overloading to the road surface, and brought forward several reasonable suggestionsas follows : to optimize the road surface design, guarantee the compress degree of road surface, and to strengthen the management of overloading vehicles, etc

    通過汽車超載對路面設計彎沉值、層底拉應力及其他方面的分析，論述了超載車輛對瀝青路面的影響及路面早期破壞的成因，提出在路面設計中應注意採用優化路面設計；在施工中應保證路面的壓實度，並應加大對超載車輛的治理力度。
  19. 3. based on the topography and geologic character of niutoushan arch dam abutment and base, and the interlayer and internal faults, which control the stability of the project, we build the three - dimensional geomechanical model and carry out the upto failure test by overload method. 4

    結合牛頭山拱壩壩肩壩基的地形、地質特徵，以及對穩定起控製作用的層間、層內斷層的分佈狀況，建立了三維地質力學模型，運用超載法對整體模型進行了破壞試驗。
  20. Structural analyses suggest that overload trucks present a big concern for pavement performance, and might become the governing factor in the formation of premature failure

    結構分析表明超載車輛對路面具有重要的影響並且有可能成為形成路面早期破壞的控制因素。
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