高度受力 的英文怎麼說

中文拼音 [gāoshòu]
高度受力 英文
highly stressed
  • : Ⅰ形容詞1 (從下向上距離大; 離地面遠) tall; high 2 (在一般標準或平均程度之上; 等級在上的) above...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • 高度 : altitudeheightelevation
  1. 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

    通過有限元計算,分析了復合地基樁土工作性狀,分析了樁的剛,長,樁距對地基沉降及超孔隙水壓的影響,並根據復合地基中樁的特點,提出合理的樁的布置方式,在滿足速公路路面沉降要求的前提下,節省工程投資,加快建設進
  2. This paper discuss the relationship of traditional architectural vocabulary and environmental art design. i introduced a series of modern environmental art design concept standpoint and design method

    現代化的速總會不同程制於傳統的成就,從這個角看,傳統又是現代的動和財富。
  3. In the interest of adapting big size in radial direction, higher precision, higher angular rigidity, less moment of inertia, higher dynamic capability in the three - anxis simulation test turntable. researching the angular rigidity of the wire race ball bearings in axes direction, the adjustment mode and adjustment quantity to shafting, and analysing the contact stress of bearings in work is very necessity

    為了適應某些模擬轉臺研製中關于剛,轉動慣量盡量小,動態特性要求等特殊要求,研究鋼絲滾道球軸承的軸向支撐剛,軸系調整方式及調整量,以及該軸承在工作中的及應狀況十分必要。
  4. As the balancing platform tends to make the barycenter move backward, a more balancing stress distribution under the wall, a higher and steadier wall can be achieved. furthermore, the resupine back of the downward wall not only works reasonably, but also can reduce the amount of excavation and filling obviously. so gravity retaining walls with balancing platform are applied heavily

    衡重式擋土墻因具有衡重臺使墻身重心后移、墻底應趨于平衡,可提擋土、增強墻體穩定性;且仰斜式下墻不僅合理、還可減少開挖與回填量等優點而被大量採用。
  5. Meanwhile, by using delaminating combination finite element method and macro finite element analysis methods, the paper present two kinds of analysis programs. based on the aforementioned analysis program, the failure form, distribution of plastic hinge, load - carrying capacity, displacement and ductility characteristics are investigated to reveal the failure mechanism and the failure proceeding under seismic effects. the results are in good agreement with the test results, indicating the precision of the aforementioned two programs is satisfiable to the practical engineering design

    分別採用分層組合式有限元和宏觀有限元分析方法,編寫了2種鋼筋混凝土中帶邊框柱剪墻結構的彈塑性有限元分析程序,同時利用上述2種分析程序,研究了模型結構的破壞形態、塑性鉸的分佈、承載、位移及延性性能等特性,探討了這類結構在地震作用下的破壞全過程與破壞機理,得到其主要特性和抗震性能的一般規律,所得結果與試驗值吻合較好,表明上述2種程序分析結果的精均可滿足實際工程的設計要求,因此可用於這類結構的抗震性能分析與設計。
  6. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對中國古代木結構中的典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面間的摩擦系數及摩擦隨上部結構荷載變化的規律; (二)通過單柱承載試驗,測定了古建築中木柱的變形特徵、破壞模式、及模型材料的變形模量、極限承載、極限變形等參量; (三)通過柱架低周反復荷載試驗,測定了柱架的抗側移剛、柱架恢復特性及滯回曲線、榫卯張角剛及其變化規律、柱架及榫卯的極限承載和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和壓試驗,測定了古建築木構件與木構件間摩擦系數,斗?抗側移剛,斗?恢復特性及滯回曲線,斗?抗壓極限承載變形規律; (五)通過抬梁式殿堂間架模型振動臺試驗,測定了殿堂木構架結構自振周期,地震反應振形、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  7. Chicago, no. 29 - - when sperm motility is only minimally impaired by aricoceles, spermatic ein embolization may improe fertility, german researchers reported here

    芝加哥, 11月29日? ?德國研究人員稱,當精子活只是最低程精索靜脈曲張影響時,精索靜脈栓塞可提生育
  8. Many mncs have even their own airboat advertising system ; some other companies would like to make advertise by hiring ; airboat advertise featuring good promotion effect, sound attractiveness, large area, vivified image, especailly when appearing in the endless sky, it can remind so much people feeling the interest ; the best result but the lowest cost make it more suitalbe for every enterprise ; it can used on many cases like ceremony, celebration, memory activity, amusment, lottery drawing and sports games, it is truly the best choice for a company to make a impressed product promotion

    空中飛艇廣告具有宣傳性好,吸引,刺激強,眾面廣,渲染氣氛,視覺鮮明的特點,尤為重要的是在毫無視覺干擾的一望無際的天空中,它的突出性極地增強了人們的好奇心與注意,正是由於此種獨特的廣告傳播方式產生的明顯的廣告視覺效果,的廣告效果更體現了較其他廣告形式的低成本價格,因此,擅於掌握商機的企業可將此種廣告方式作為重要選擇。
  9. In this paper, a high performance sma system applied to steel bridge deck is put forth in allusion to the pavement project of the wuhan junshan yangtze river highway bridge. it comprises steel slab, zn coating layer, closing layer, adhesive, pre - mixed asphalt stone and dual layer sma from bottom to top. it is based on the fea results of the forces and deformation of the pavement layer by means of the algor feas, according to this bridge ' s traffic and the ambient temperature varying range of the pavement layer

    本文針對武漢軍山長江公路大橋鋼箱梁橋面鋪裝工程,從鋪裝層環境溫變化范圍、交通量等使用條件出發,在用algorfeas有限元分析軟體分析鋪裝層變形基礎上,提出了(即鋼板+金屬鋅塗層+封閉層+粘接劑+預拌瀝青碎石+雙層sma )的性能鋼橋面sma鋪裝體系,並對這種sma的組成材料,包括改性瀝青、集料、礦粉、纖維進行了比較研究,設計了這種sma的配合比,對sma混合料的性能進行了對比試驗,對這種sma方案進行了疲勞性能研究,驗證了所選擇sma方案的可行性。
  10. It was a new type of independent guarantee that developed from the innovation and consummation of the traditional accessory guarantee. on the moment of its creation, the demand guarantee was ardently welcomed by the business circle and banking circle due to its high independence, strong payment safeguard, risk balancing and dealing facility. also, it kept up with the pace of the international trade and economics, satisfying the requirement of each parties of the business

    見索即付保函於20世紀70年代最早出現在中東,是在對傳統從屬性擔保揚棄和創新的基礎上發展而來的一種新型的獨立擔保,見索即付保函產生之初即由於其的獨立性,強的付款保障,風險的平衡和交易的便利等鮮明特色契合了國際經濟貿易發展和各方當事人的需要,深商業界和銀行界的青睞。
  11. Based on the experiment results, the damage form of abnormal exterior joint are summarized, characteristics of hysteresis curve are studied, the effect of stirrup ratio and height of column section and beam section on anti - shear property of abnormal joint are discussed, working mechanism of abnormal exterior joint is researched, the conclusion that the anti - crack and bearing capacity of abnormal joint are studied by analyzing the minor core of abnormal exterior joint is proposed, the basic data is provided for the design formula of abnormal joints

    根據試驗結果,總結了異型邊節點的破壞形態,研究了節點滯回曲線的特徵,討論了節點核芯配箍率、樑柱截面變化對異型邊節點抗剪性能的影響,分析了異型邊節點的機理,提出應以「小核芯」為分析單元來研究此類節點抗裂和承載的建議,為異型節點設計公式的建立提供了基礎數據。
  12. In the organizations within large - power distance cultures you find a greater centralization of power, great importance placed on status and rank, a large proportion of supervisory personnel, a rigid value system that determines the worth of each job, and the bypassing of subordinates in the decision ? making process

    在權距離大的文化的組織中,權集中,位置和等級特別重要,人事監督占的比重較大,擁有嚴厲的評定工作價值的體系,決策過程中下屬的看法不重視。
  13. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求,在位轉換層結構中採用迭層空腹桁架結構.首先分析了其性能,得出了空腹桁架各構件合理的截面剛以及布局形式.然後結合一實際工程,進行了兩榀迭層空腹桁架轉換結構模型( 1 : 8相似比)的豎向荷載下靜試驗以及擬動試驗.其中一榀為普通混凝土迭層空腹桁架,另一榀配置了預應和鋼骨混凝土,對比分析了兩模型的層間位移比、骨架曲線以及等效粘質阻系數等抗震性能的比較,並進行了彈塑性動分析.試驗和分析結果表明,配置預應和型鋼混凝土的迭層空腹桁架轉換結構具有良好的抗震性能,可以成功地解決迭層空腹桁架作為轉換層結構所產生的弊端問題,最後對這類轉換層結構提出了相應的設計建議
  14. Aim for the topic - study of prestressed lightweight concrete platform, from selecting style of the platform, to matching concrete material and admixture, to designing and building the model, to carrying out experiments of temperature field and stress performance, and analysis of finite element, some research work have been done as follows : 1

    本文針對「輕質強預應混凝土平臺的研究」這一課題,從罐體結構型式的確定,混凝土基本材料及外加劑的選配,模型的設計製作,到模型結構在各種外荷載及溫荷載作用下的性能試驗研究及罐體結構的有限元分析,展開了如下幾個方面的研究: 1
  15. The results showed that employees with high job dissatisfaction would exhibit the highest creativity when continuance commitment was high and when useful feedback form coworkers, coworkers helping and support, and perceived organizational support for creativity was high

    研究結果顯示,當員工到同事間的有效回饋、支持與幫助,並意識到組織對創造抱以支持的情況下,原本對工作的不滿將能生成的創造表現。
  16. Based on analyzing the recent research status and future developments of error compensation techniques for cmm in the world, non - rigid errors of cmm are analyzed by means of the stress distortion analysis for components of cmm bridge - type cmm, and a new idea for die error compensation of high precision cmm is provided

    本論文在分析目前國內外三坐標測量機測量誤差補償技術研究的現狀和發展趨勢的基礎上,通過對坐標測量機構件的變形建模分析,詳細研究了測量機非剛性效應運動誤差,為坐標測量機誤差補償技術奠定理論基礎。
  17. The pathogenic strains of yersinia enterocolitica carry a 45 - kb high pathogenicity island ( hpi ) comprising iron - uptake - related genes such as irp1 - irp2 and fyua, which has been observed in 93 % of the 60 entero - adhesive e. coli { eaec } strains and 80 % of the e. coli isolated from blood samples

    Hpi毒島功能核心區主要的結構基因為irp2 、 irp1和fyua ,是保守的。 irp2和irp1分別編碼兩種分子量蛋白hmwp2和hmwp1 , fyua編碼鼠疫菌素體。
  18. ( 2 ) on the one hand because lacks the concrete working instruction which cause the state department fail to supervise judicial department ' s behavior, on the other hand the judicial department specially in local judicial department resists the state department ' s surveillance at the excuse of law independence ( 3 ) in the view of present judicial department ' s management system, organizations, the working routine and the personnel composes, our legal system also has many problems. according to the request from the party to rule a nation by law at fifteenth national congress, the judicial reform should be considered from following aspects. first, the goal judicial reform is to strengthen judicial independence fatherly ; secondly, judicial authority must by emphasized during the judicial reform ; thirdly, judicial unity must be strengthened ; fourthly, consummates the way and procedure of trial ; fifthly, establishes a specialized judicial system, diligently improves judge ' s troop quality roundly

    我國現行的司法制是在政治上奉行「以階級斗爭為綱」 ,在經濟上實行集權的計劃經濟的特定歷史條件下逐步建立和發展起來的,主要存在三大弊端: (一)從司法機關與其他國家機關或組織的關繫上看,司法機關在人、財、物等方面制於其他國家機關和組織,特別是由於地方司法機關制於地方政府、地方權機關和地方黨委,由此導致了司法權的地方化; (二)從對司法機關進行制約與監督的機制上看,一方面由於缺乏具體的操作規程致使根據黨的十五大提出的「依法治國」的要求,司法改革應從以下幾方面考慮:第一,司法改革的目標是進一步增強司法的獨立性;第二,司法改革應當強調司法的權威性;第三,應當強化司法的統一性;第四,完善審判方式和程序;第五,建立法律職業的專業化制,努法官的整體隊伍素質。
  19. The factory has possessed advanced production equipments and wire cable check equipment at domestic. first class technology will provide you wire cable with fluorin polymer used in in aviation spaceflight, electric cables, control cables, computer cables, compensatory wire cables, fire - proof cables with high temperature, general plastic cables that classified into sixteen species and over one thousand specifications. cables for " hongyuan " brand are widely used in the fields of spaceflight, national defence, electric petroleum chemistry, steel, public establishments, environmental perfection and architecture. temperature - proof cables with " hongyuan " brand were awarded with famous products in 2001 which are widely sold all through the world and have been won customers trust

    一流科技量為您提供航天用含氟電線電纜電電纜耐熱防腐硅橡膠電纜耐溫電纜控制電纜計算機網路電纜補償用電線電纜船用電纜橡套電纜阻燃防火電纜等十六大類,一千多種規格產品,並可根據擁護特殊要求,自行設計生產,以滿足顧客要求,多年來「宏源」牌電線電纜廣泛用於航空航天國防軍工電子原件電石化鋼鐵冶金公共設施環保建築等領域,深廣大用戶評價和信賴。
  20. This paper, in the light of the special geological environment and actual project situation of the three gorges reservoir area, puts forward a comprehensive analysis and evaluation system suitable for the stability analysis of the bank landslide of the three gorges reservoir area under the premise of thorough consideration of the water influence on the stability of the bank landslide, and obtains the following achievements in several aspects that have the practical application significance and certain scientific research value : ( 1 ) it is discovered that the water activity is the primary factor of the formation of the new landslide and the revival of the ancient landslide. on the one hand, the rising underwater level reduces the actual stress of landslide ; on the other hand, the long time soaking of the underwater reduces the mechanics intensity of the landslide and the slide belt, both of which reduce directly the landslide stability ; ( 2 ) in view of the special condition of the three gorges reservoir area, this paper analyzes systematically the forces acted on the landslide of the three gorges reservoir area and the force varieties acted on the divided landslide when the water level changes between 175 meters and 145 meters. thus it is more scientific and comprehensive for the analysis of the forces acted on the landslide ; ( 3 ) this paper summaries systematically 10 kinds of typical computation projects by organic combinations of different kinds of situations in the dry season ( nature statue ), rainy season ( rainstorm or rains for a long time condition ), with 175m water level in the reservoir, during the earthquake, with the water level of the reservoir adjusted from 175m to 145m and so on, and produces

    本文針對長江三峽庫區特殊的地質環境與工程實際情況,在充分考慮水對庫岸滑體穩定性影響的前提下,提出了一個適用於長江三峽庫岸滑坡體穩定性分析的綜合分析評價體系,並取得了如下幾個方面具有工程實際意義和一定科學研究價值的研究成果: ( 1 )研究結果發現,水的活動是新滑坡形成或古滑坡復活的主要因素,一方面是由於地下水位升降低了滑坡體的有效應,另一方面是由於地下水的長期浸泡降低滑體及滑帶的學強,這兩方面的因素均將直接降低滑坡的穩定性; ( 2 )針對三峽庫區的特殊條件,系統分析了作用於三峽庫區滑坡體上的系和庫水位在175m與145m間變化時滑體條塊的變化,從而使對作用於滑坡體上的系分析更科學、更全面; ( 3 )通過對滑體處于旱季(天然狀態) 、雨季(暴雨或長期降雨狀態) 、 175m庫水位、地震以及庫水位由175m調節下降至145m等各種不同情況的有機組合,本文系統地歸納總結出了10種典型計算工況,並具體給出了相應的作用荷載的計算方法,使在庫區岸坡滑體穩定性分析評價時對計算工況選擇及其作用荷載的計算更具規范性; ( 4 )具體運用c + + builder開發了關于滑坡體穩定性綜合分析評價系統,使對滑坡體穩定性分析計算更方便、更準確; ( 5 )將上述滑坡體穩定性綜合分析評價系統應用於重慶市豐都縣名山滑坡穩定性分析的具體事例中,分析結果表明,本文所提出滑坡體穩定性綜合分析評價方法對三峽庫區的滑坡穩定性分析是實用可行的。
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