結構安全系數 的英文怎麼說

中文拼音 [jiēgòuānquánxìshǔ]
結構安全系數 英文
structural safety factor
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 全 : Ⅰ形容詞1 （完備; 齊全） complete 2 （整個） whole; entire; full; total Ⅱ副詞（完全; 都） entirely...
  • 系 : 系動詞（打結; 扣） tie; fasten; do up; button up
  • 數 : 數副詞（屢次） frequently; repeatedly
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  • 系數 : [數學] coefficient; ratio; modulus; quotient; factor
  1. In the evaluation of the structural safety, the assurance coefficient of structure can be received by loading structural models, the endogen force of computation structures, the eccentric compression and the safe criterion

    結構安全性評價，通過荷載結構模型計算結構內力，並根據偏心受壓構件的安全判定標準，評價結構的安全系數。
  2. Because both of ctod and j - integral can be used to evaluate structure security, there must be a relationship between them, this paper probes the relationship between ctod and j - integral along with their critical value c and jic on the basis of the fruits from the original

    由於ctod和j積分都可以作為結構安全評定的參數，它們之間必然存在著一定的聯系，本文在前人研究成果的基礎上，對ctod和j積分及其特徵值_ c和j _ （ c ）的關系進行了探索。
  3. It shows that the k near the channel of tunnel ' s base is lower, and most tunnel diseases arise here, which is in agreement with the survey result

    計算結果表明，標準圖方案在隧道底部水溝附近結構安全系數偏小，是隧道病害的多發部位，這與實際的觀測結果也比較符合。
  4. The cleaning cars has seven major characteristics : 1, the vehicle design aesthetic appearance generous, simple, flexible cleaner compact cab from the sanitation workers in the rain, snow and inclement weather operations headaches ; 2, jia lu cleaning electric car gearbox is my companys patented products, latin america is characterized by heavy goods, light down - climbing and extended battery life ; 3, jia lu electric bicycle bridge cleaning car brake, the company is a patent product, is characterized by simple structure, convenient operation, maintenance easier, better braking performance ; 4, good deer electric car cleaning dustbins with low human workers the high - school, so that sanitation workers can easily handling, reversing a good sight, and reduce incidents, high safety factor ; 5, good deer electric cleaning trucks advanced electric power putter as a dump, the sanitation workers to reduce labor intensity, is characterized by fewer power failures, maintenance - free ; 6, jia lu electric vehicle using toughened glass cleaning cars, advance reversing have good vision, difficult to scratch and ensure the safety of sanitation workers ; 7, good deer by external electric car cleaning plate, a fiberglass liner internal, external characteristics : hinge not on the plate yi loose, often not dump deformation and withstand collisions, the internal use of fiberglass liner, not rust, corrosion, wear after the liner can be replaced, maintaining low cost

    該保潔車有七大特點： 1 、該車外型設計美觀大方，操作簡單靈活，明凈小巧的駕駛室免除了環衛工人在雨雪等惡劣天氣作業時的煩惱； 2 、佳鹿電動保潔車變速箱是我公司的專利產品，特點是拉重貨，輕松爬坡而且省電，延長電瓶的使用壽命； 3 、佳鹿電動保潔車后橋雙輪制動，是我公司的專利產品，特點是結構簡單，操作方便，維修容易，制動性能好； 4 、佳鹿電動保潔車超低的垃圾箱符合人體工程學的高度，使環衛工人能輕松地裝卸，倒車時具有良好的視線，減少事故的發生，安全系數高； 5 、佳鹿電動保潔車採用先進的電動推桿作為自卸動力，減輕了環衛工人的勞動強度，特點是故障少功率大，免維護； 6 、佳鹿電動保潔車整車採用鋼化玻璃，前進倒車都有良好的視線，不易劃傷，保證環衛工人的安全； 7 、佳鹿電動保潔車外部採用鋼板，內部採用玻璃鋼內膽，外部特點：鉸鏈在鋼板上不易松動，經常自卸不變形，經得起碰撞，內部採用玻璃鋼內膽，不生銹、不腐蝕，磨損后內膽可以更換，維護成本低。
  5. At last, according to the comparison and analysis of the model fea results, model experiment data and the { specifications for design of highway reinforced earth engineering } ( jtj015 - 91 ) that is put into practice at present, we suggest that the polymer - geogrid reinforced earth walls in this area, which earthquake intensity is greater than 7 degreefincluding 7 degree ), must be analysed and designed with the earthquake fatalness, must be carried on with the checking computations of the reinforced material ' s intension and stabilization safety factor of the resistance against pull out

    最後，根據有限元計算結果和試驗數據對比現行的《公路加筋土工程設計規范》 （ jtj015 - 91 ） ，建議地震烈度在7度以上（包括7度）的地區應對加筋土擋墻結構採取地震危險性分析設計，應對加筋土擋墻進行筋材抗震強度和筋材抗拔穩定安全系數的驗算。
  6. The plane - wave analytic solution of the coupled fluid - air - solid system and the fem model of air cushion isolations are applied to study the influence of air cushion on earthquake response of dams. the calculations show that air isolation will reduce the hydrodynamic pressure significantly and restrain the dam vibrations during earthquakes. if the dam and reservoir is isolated by air cushions, it will decrease the hydrodynamic pressures by more than 90 % and the seismic stresses by 20 - 30 %

    將本文首次提出的水體-氣體-結構系統的平面波作用理論解和三維有限元模型，應用於溪洛渡雙曲拱壩的抗震安全性和氣幕隔震可行性研究中，表明氣幕對高拱壩具有良好的隔震性能，可降低動水壓力90以上，壩體地震拱應力20 30 ，減震效果顯著，並使壩體的抗拉安全系數從0 . 93提高到3 . 58 。
  7. According to the geological data which was gained by exploration investigation, establishing a geological model which can reflect rock mass characteristics ; with analyzing the internal and exterior factors synthetically, the deformation and possible failure mechanism and mode of the cut slopes was confirmed which combines with stereoic projection and other techniques ; the stabilities of the 14 high slopes are estimated synthetically by applicable design codes and guidelines. with the estimate result and some other analysis methods, the rock mass mechanical parameters of slope are identified ; as a results, 14 high slopes fall into 4 categories based on rockmass characteristics and discontinuities. the stability and deformation of some typical slopes was analyzed with distinct element method by udec ; the safety factor of some dangerous slopes are calculated by rigid limiting equilibrium method for comparison

    首先著重研究影響邊坡穩定性的內在因素，主要是通過地質勘探、測量、現場觀測等手段取得研究區地質體的基礎地質資料，建立起能夠反映地質體結構特徵的地質模型;隨后綜合分析潛在的內外部影響因素，並結合赤平投影對邊坡可能的失穩模式或破壞機製作出判斷;運用已有巖體質量分類方法對沿線14個高陡邊坡穩定性進行初步的評價，並結合試驗研究、經驗判斷、工程類比等手段確定了坡體的巖體力學參數;根據穩定性初步評價結果將研究區14個高陡邊坡按開挖方式分為4大類，並利用離散元程序udec對各類典型高陡邊坡進行了穩定性計算分析;對潛在危險邊坡利用剛體極限平衡法求出了不同工況下的安全系數。
  8. With the construction of the west of our country developing at top speed and the need of construction of mountainous expressway, the tunnel engineering, especially the tunnels on the mountainous expressway, will be increased. if the design of support structures of the tunnel still adopts traditional design methods, it will be difficult to give full considerations for the reasonability in economy of the sections of the support structures and for the reliability of bearing capacity and stability of the support structures

    隨著我國西部建設的高速發展和山區高速公路建設的需要，隧道工程特別是山區高速公路隧道工程將會日益增多，隧道支護結構的設計若仍採用傳統的隧道支護結構設計方法將難以充分兼顧支護結構斷面經濟上的合理性和支護結構承載力與穩定性的可靠性，往往安全系數偏大，不能達到「最優設計」的目的。
  9. The paper studies systematically some methods which are applied to analyze the whole stability safety coefficient fs of soil - nail bracing, and discusses the merit and short - comings of the vertical limit slice methods

    本文系統的研究了用於分析土釘支護結構整體穩定安全系數f _ c的多種方法，指出了垂直極限條分法的優缺點。
  10. The foundation engineering is typical in both excavation depth and scale, on the basis of in - situ investigation, the design optimistic of retaining wall was discussioned in this paper, the mian reseaches including : the using of fem optimazition methods of rods system ; the delvopment of programs for optimazition of imbedding depth of structure based on matlab and for whole design optimaziton of the retaining structures based on ansys, under the two controlling factors of the saft coefficient and the reliability probability about the whole damage of retaining atructure ; the analysis on the m index of soil, the depth of retaining structures imbedded in the rock and the overall optimistic design of retaining structures

    該基礎工程不論在開挖深度還是規模上都很具有代表性。作者在現場調研的基礎上，探討了基坑支護結構設計優化問題。主要研究內容可以歸納為：應用基於m法的彈性地基梁桿系有限元方法；在圍護結構整體穩定性安全系數與可靠性破壞概率兩種控制因素下，編寫了嵌巖深度優化的matlab程序與圍護結構整體設計優化的ansys批處理程序；進行了地層抗力比例系數反算、地下連續墻嵌巖深度優化與地下連續墻結構體系整體設計優化。
  11. The most dangerous sliding surface and the corresponding minimum safety coefficient of slope stability with soil nail structure are searched by empirical genetic - simplex algorithm. the results obtained by empirical genetic - simplex algorithm are compared with the ones obtained by general genetic algorithm

    用經驗遺傳-單純形演算法尋找了土釘支護結構最危險滑裂面及其對應的最小安全系數fsmin ，從而實現了十分重要但計算量很大、很繁瑣的尋優過程。
  12. This method which both considered influence of uncertainty factors among structure parameters and satisfied prescribed main cable reliability level was used to get inverse main cable safety factors through target reliability indexes, main cable safety factors of suspension bridges with main span ranging from 2000 m to 5000 m were estimated using the proposed method

    該方法通過給定結構的目標可靠度指標反求主纜安全系數，計算出的主纜安全系數既考慮了結構參數中不確定因素的影響，又滿足了預先給定的主纜可靠度水平。
  13. A coefficient of 0. 9 can be multiplied to ensure the safety of structures. by and large, the back covered porous brick wall with constructional column and gird beam has the same shearing strength under low circulated load as other porous brick wall, so the shear resistance and aseismatic capability can be calculated by the standard method. the experiment indicates that the back covered porous brick wall has good energy absorbing as well as deforming capability, and it can satisfy the requirement of aseismatic structures

    盲孔多孔磚砌體的通縫抗剪強度略低於規范計算值，為保證結構安全，建議設計時乘以系數0 . 9 ；盲孔多孔磚墻片在低周反復荷載作用下抗剪承載力與其它多孔磚墻片基本相當，可按規范方法計算其抗震抗剪承載力；試驗證明帶構造柱及圈樑的盲孔多孔磚墻片有較好的吸能、變形能力，可以滿足抗震結構的要求。
  14. The product adopts " double lock device " structure, the first of its king patented key technology of the factory. it has a stable lock, high safety margin and reliability, it effectively solves the problem of striking the other objects due to the excessive range of swing and falling in inclined work condition

    本品採用獨創的「雙鎖止裝置」結構本廠專利核心技術，鎖止穩定，安全系數高，可靠性好，並有效地解決因傾斜作業下墜搖擺幅度過大而撞擊其他物體而導致的事故。
  15. The product adopts " double lock device " structure, the first of its king ( patented key technology of the factory ). it has a stable lock, high safety margin and reliability, it effectively solves the problem of striking the other objects due to the excessive range of swing and falling in inclined work condition

    本品採用獨創的「雙鎖止裝置」結構（本廠專利核心技術） ，鎖止穩定，安全系數高，可靠性好，並有效地解決因傾斜作業下墜搖擺幅度過大而撞擊其他物體而導致的事故。
  16. The portal frame is a hyper static structure, if it is analyzed by material - strength method, it is complex and large simplification must be made, and calculation accuracy is lower. larger safety - factor is often adopted to ensure the portal frame safe, this results in large structure size, more material cost and higher manufacture cost

    該門架結構是一個高次靜不定問題，採用傳統的材料力學方法很難求得解析解，且要想求解需對結構作較大的簡化，造成計算結果誤差大，為此，常採用加大安全系數的方法以保證結構的安全可靠運行，結果使結構尺寸加大，浪費材料，增加製造成本。
  17. According to the structure layout of futang power station design, geological parameters and calculation results of seepage, the stability and stress of gate chamber and retaining dam are calculated, the security index and stress of anti - slide can can meet the requirement of criterion

    根據福堂電站工程設計的結構布置情況、地質參數及滲流計算成果，對閘室和擋水壩穩定、應力進行了計算，其抗滑穩定安全系數及應力標準均滿足規范的要求。
  18. The most dangerous sliding surface and the corresponding minimum safety coefficient under earthquake are searched. the proportion of safety coefficient falling is calculated

    找出了考慮地震影響后實際工程結構的最危險滑弧圓心位置及其對應最小安全系數，計算了整體穩定安全系數的下降比例。
  19. Third, this paper introduce the security structure, security system and algorithm of the 3g system, discussing the security measure of 3g system in the aspect of wireless interface in detail, which including user identity confide ntiality, authentication integrality data, etc. finally, the author stress analyzing the 3g authentication, key agreement protocol and its security, finding the security hole and putting forward new authentication and key agreement protocol based on ecc

    介紹了第三代移動通信系統安全結構、安全體制和演算法，詳細論述了3g系統在無線介面方面的各種安全措施包括用戶身份保密、認證與數據完整性等內容。重點分析了3g認證與密鑰分配協議及其安全性，找出了其中的安全漏洞，提出了新的基於橢圓曲線密碼體制的認證與密鑰分配協議。
  20. Design margin evaluation test

    結構安全系數試驗
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