結構自重 的英文怎麼說

中文拼音 [jiēgòuzìzhòng]
結構自重 英文
dead load
  • 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...
  • 自 : Ⅰ代詞（自己） self; oneself; one s own Ⅱ副詞（自然;當然） certainly; of course; naturally; willin...
  • 重 : 重Ⅰ名詞（重量; 分量） weight Ⅱ動詞（重視） lay [place put] stress on; place value upon; attach im...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  • 自重 : 1 （注意自己的言行） conduct oneself with dignity; be self possessed; be self dignified2 （本身的...
  1. In the modal analysis, the similarity laws has been introduced to reduce the error during the assessment of the prototype building ' s natural frequency under the insufficient balance weight testing. by the author ' s theory, the prototype natural frequency can be the same even the balance weight of model is changeable

    在模態分析方面，本文利用相似性原理，解決了模態試驗在配重不足時，求解原型結構自振頻率誤差過大的問題，並且得出了在不同配重條件下，試驗模型與原型結構的頻率可以達到一致的相似準數。
  2. They are both important component of the whole thinking structure. the thinking quality represents the top layer of it and the self - regulation represents the deep layer of it

    它們都是完整思維結構的重要組成部分，思維品質代表的是表層結構，自我監控代表的是深層結構。
  3. In part in, the author studies the obligation - blinding mechanism to the trustees, which is the core of governance structure of fund, pointing out that one of the main reason for the serious abnormality of current funds is the lacking of duty performance of the trustees. though it is hand to set up an effective obligation - binding mechanism to the trustees under the chinese current legal system, we can learn from britain and the u ? s ? a. in part iv, the author studies the mechanism of balance inside the governance structure of funds, that is the supervision mechanism of trustors and the balance mechanism of fund - holders, then puts forward that strengthening the balance mechanism inside the funds is an important step to establish an effective governance structure of found ; further more, to deal with the problems in the two mechanisms the author makes some suggestion about perfecting the mechanism of balance inside the fund in china

    本文共分四個部分，第一部分通過對信託制基金本質和特點的分析，指出了架構信託制基金治理結構的必要性，並闡述了架構我國基金治理結構應遵循的基本原則；第二部分對架構信託制基金治理結構的基礎，也就是信託制基金的組織結構進行了研究，認為我國基金組織結構存在較大缺陷，但現存基金組織結構的立法模式也不適宜我國照搬照抄，而自益信託、共同信託才是我國信託制基金組織結構的應然選擇；第三部分對基金治理結構的核心問題，即基金管理人的義務約束機制進行了研究，指出：我國目前存在的基金行為異化現象嚴重的主要根源之一就是基金管理人義務的缺失；但在我國現行法律制度框架內無法架構起有效規制管理人的義務機制，而英美法對基金管理人的受信人義務的規定值得我們借鑒；第四部分對基金治理結構的內部監控機制，即基金託管人的監督機制和基金持有人的制衡機制進行了研究，指出：強化基金內部監控機制是架構有效的基金治理結構的重要一環；並針對我國這方面機制存在的問題提出了完善我國基金內部監控機制的建議。
  4. 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。
  5. The results show : ( 1 ) there are three important factors influencing chemical experiment problem - solving, such as problem representation and solving strategy of chemical experiment, cognitive structure of chemistry and self - regulation, which induce the difference of the efficiency to solve experimental problems among different problem - solver

    實證研究結果表明： （ 1 ）化學實驗問題表徵和解決策略、化學認知結構、自我監控是影響化學實驗問題解決的重要因素。在化學實驗問題解決中，問題表徵和策略選擇、知識結構化程度以及自我監控水平的不同是導致不同問題解決者的問題解決效率產生差異的主要原因。
  6. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。
  7. Model of a passenger aerial ropeway is established after conducting structural analysis of the cable, supporting mast and basket, and stress analysis is respectively performed under passengers or wind loads, providing a method of overall static strength design of passenger aerial ropeways

    摘要針對客運索道系統中懸索、塔架、吊籃等特定結構，著重解決了索道系統分析中的整體有限元建模問題，並提出了客運索道系統在自重或風力作用下的應力分析方法， ?客運索道系統靜強度設計提供了整體性計算方案。
  8. The bridges are pivotal stronghold of the whole road. it becomes more and more popluar that some existing bridges betray multifarious structure damage and the limitations below the anticipative functions inevitably by reason of structure aging or vehicle load increasing or adverse environment or maintenance deficiency. lt results in not only the local bottleneck of the line and hidden trouble to the passing vehicle if the defective bridges are not duly maintained and reinforced. as a result, the bridge evaluation is specially important to the maintenance and strengthening. futhermore, we can not demolish and rebuild only but adop corresponding measures according ad temporal condition when the bridges are deemed to have defectiveness. so it accords with the situation of a country that the reinforcement and other upgrade measures aim at the bridge attention

    由於結構自然老化、車輛荷載增加、不利環境影響以及養護維修欠缺，一部分橋梁不可避免地要暴露出各種結構損傷和既有橋梁不滿足規定功能要求的問題越來越普遍。如果這些技術狀況不佳的橋梁得不到及時的維修和加固，不僅會造成整條線路的局部瓶頸，而且還會對通行的車輛造成極大的隱患。因此，橋梁評估作為橋梁維修和加固的依據就顯得尤為重要；此外出現了技術狀況不佳的橋梁應根據實際情況採取相應的措施，而不能僅僅採取拆除重建的方法，因此加固和其他升級方法是目前比較符合中國國情的橋梁改造措施。
  9. It aims at reducing the number of execution cycles of instructions, and has experienced from the period of single issue architecture to the period of multiple issue architecture. in the past twenty years, risc has become more and more mature abroad. it makes great sense to develop our own risc and it is a effective way to develop our own risc with the instruction set which is compatible with those of risc which has been widely used

    80年代初出現的risc技術是計算機體系結構的重大變革，它以減少指令執行的平均周期數為結構設計的主要目標，經歷了從單發射結構到多發射結構的演變過程，解決了深度流水技術、相關技術、轉移預測技術、編譯優化技術等一系列技術難點，在20多年的時間里， risc技術的發展已日趨成熟與完善微處理器在軍事和民用領域都有著廣泛的應用，研製具有我國自主獨立版權的微處理器在當今具有重大意義。
  10. Because they are two - - way ribbed and with re1ative1y smal1 rib spacing, reinforced concrete waff1 e s1abs exhi b it higher st if fness and smaller deflections and behave we11 under 1oads. because of their architectura1 benefits for 1ower structura1 height and l ight weight as we1l as economic benefits, they are best suited for 1arge span structures as wel1 as tal1 bui1dings

    鋼筋混凝土雙向密肋樓蓋由於兩向帶肋，肋間距較小，因此不但受力性能好，而且剛度大，整體性好，變形小，結構自身高度小，材料省，自重輕，經濟性好，特別適合於在跨度較大的多層和高層建築樓蓋中採用。
  11. The effective approach to lighten the weights of tall building structures and its social and economic benefit in practical projects am discussed from the following aspects : the reasonable choice of the structural modal, the method of calculation, the optimization of the structure and the application of high strength and light weight building materials both in china and overseas

    摘要從結構合理選型、計算方法、結構優化以及輕質高強的建築材料在國內外的應用等方面論述了減輕高層建築結構自重的有效途徑和在實際工程中已取得的良好的社會效益與經濟效益。
  12. Reactive powder concrete ( rpc ) is a new kind of compound concrete that has ultra - high strength, high ductility. besides having characteristic of concrete filled steel tubular, rpc filled steel tubular structure can decrease cross section owing to the ultra - high strength of rpc, and economize on concrete and small dead load. the structures have broad prospects in high commercial and civil building, many - storied factories, high - span bridges and urban traffic

    活性粉末混凝土（ rpc ）是一種新的超高性能、高韌性的水泥基復合材料，將其灌入鋼管形成鋼管活性粉末混凝土，這種結構除了具備鋼管混凝土的一般特性外，因其超高強度使構件截面尺寸大大減小，還可進一步節約混凝土並減輕結構自重，必將在高層建築、公共建築、多層廠房、橋梁、交通等領域有著廣泛的應用前景。
  13. Under the background of the autonization of the distribution network, the paper designed the on - line monitoring and condition maintenance system of the distribution network based on the idea of condition maintenance and the application of the modern inspection technique. first, it designed the construction and the function of the system from the point of view of the optimization of the resource of the whole system. then it made the comparition and the selection of the manner of communication of the whole system. finally, it analysed the function of the gis system and dicussed the basis construction and function of the on - line monitorning and conditon maintenance system of distribution network. at last, it discussed the advanced application of the distribution system based on on - line monitoring and condition maintenance system

    本文在計劃檢修的基礎上，採用了狀態檢修的思想，並結合現代檢測技術的應用，以配電網實現自動化改造為背景，提出了基於配電主站的配電設備在線監測與狀態檢修方案：從系統整體資源優化配置的角度，進行配電網在線監測與檢修系統的結構設計和功能設計；對配電網在線監測與狀態檢修系統結構中重要的通信系統進行了比較和選擇；分析gis系統功能，描述了基於gis的在線監測與狀態檢修系統的基本結構及功能，討論了gis數據基礎上的在線監測與狀態檢修系統的高級應用。
  14. And the procedure of solving initial prestress by equilibrium matrix theory and simplified method are elucidated. the self - stress mode of sunflower - patterned cable dome must be positive, and the mechanisms mode equals to zero. it seems like statically indeterminate structures and is geometrical stable structure

    明確了葵花型索穹頂結構形態分析的具體內容；闡述了用平衡矩陣理論和簡化演算法求解索穹頂結構初始預應力的過程，指出葵花型索穹頂結構的自應力模態s 0且機構位移模態m = 0 ，相當于結構力學中的超靜定結構，同時它也是幾何穩定的結構；提出了考慮結構自重時葵花型索穹頂結構初始預應力的求解方法，這種方法求得的初始預應力更加準確。
  15. Pre - stress steel structure, a new type of structure in which combine pre - stressed with steel structure. adding some high strength bar in steel structure, and forcing these bars pre - stress can improve the structure capability, reduce the structure weight

    預應力鋼結構是一種將預應力與鋼結構相結合的新型結構，就是在鋼結構中增加某些高強度桿件，並且對這些桿件施加預應力，使其達到改善結構性能，降低結構自重等作用。
  16. However, due to masonry structure ' s high self - weight and low aseismic capacity, the total height of the building and the number of storeys are strictly limited

    目前，其主要結構形式是底部框剪砌體房屋，但是由於砌體結構自重大，抗震性能差，房屋的層數及高度受到嚴格限制。
  17. Cavity sandwich panel infill is made of paper triangle cavity material, which is a kind of low density and environmental material. it could increase lateral resistant ability of frame while decrease the weight of the structure

    空腔結構材料為一種紙基三角空腔結構材料，它是一種新型輕質節能環保型復合材料，用於填充墻鋼框架結構中既可以提高結構的抗側力性能，又可以減輕結構自重。
  18. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。
  19. Considering that the traditional cast - in - situ r. c. shear wall structure has such disadvantages as large self - weight, stiffness and seismic forces, poor ductility and energy wasting, the subject puts forward a new type of hollow shear wall of r. c. stucture with seams which has the advantages of not only high bearing capacity but also small self - weight, stiffness and good ductility and so on. it is a new kind of earthquake resistant and energy - saving structure

    針對傳統現澆鋼筋混凝土剪力墻結構自重大、剛度大、自振作用大、延性差以及保溫隔熱等建築節能性能差等諸多缺點，本課題對其進行改革，提出了一種新型的帶縫空心鋼筋混凝土剪力墻結構，此結構具有自重輕、剛度小、延性及變形能力好、耗能能力強等優點，是一種新型抗震、節能的承重結構。
  20. The use of high strength concrete in building constructions has many advantages, such as reducing sectional size of component evidently, alleviating the structure self weight and retrenchment the use of reinforcing steel bar, thus the economic benefit is distinct but the brittleness of high strength concrete causes anxious about its use in the earthquake - resistant structure

    應用高強混凝土可以顯著減小構件的截面尺寸，減輕結構自重和鋼筋用量，具有明顯優點，可獲得較高的經濟效益。但高強混凝土的脆性引起人們對其用於抗震結構的擔心，強度等級愈高，胞性愈大。
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