重力應力分配 的英文怎麼說

中文拼音 [zhòngyīngfēnpèi]
重力應力分配 英文
gravitational stress distribution
  • : 重Ⅰ名詞(重量; 分量) weight Ⅱ動詞(重視) lay [place put] stress on; place value upon; attach im...
  • : 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...
  • : 應動詞1 (回答) answer; respond to; echo 2 (滿足要求) comply with; grant 3 (順應; 適應) suit...
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : Ⅰ動詞1 (兩性結合) join in marriage 2 (使動物交配) mate (animals) 3 (按適當的標準或比例加以...
  • 重力 : [力學] gravity; force of gravity; gravity force; power of gravity; pull of gravity; gravitational...
  1. This article contains three parts, five chapters. the first part introduces the incentive models of actual bonus stock synoptically, analyses the stock on hand, option shares and stock option, the three kind of important incentive models, on rights and incumbencies, value and the incentive guidance by contrast. the second part discusses the difficulties and influential factors in the design of technical bonus stock, quests for the incentive models of technical bonus stock, analyses superiority and inferior position in action, difference and interosculation between them, discusses the need and significance for the technical bonus stock reanimation in the middle - small technicalfilms. in order to make use of the technical bonus stock distribution mechanism fully, inspire the talent of technologists, encourage their devotion to films, we have some important discussion on the technical bonus stock distribution policy, introduce the distributed models of technical bonus stock, point out the questions in the excutive course, and offer the solution correspondingly. in the third part, we discuss the technical stock option design on middle - small technical films, and consider the logical thoughtfulness in the course of reanimation as follows : the more outstanding achievement for the powered man the more increase on special target the lower price on technical option premium the more profit the more effective reanimation. in the parameter, a set of detailed program is designed, which includes establishment of incentive fund, institution of merit system for the plan ' s grantors, award of stock option, determination of premium, so as to reduce random in the incentive course, have a great effect on the mormative management for the

    本文內容共為五章三大部,第一部概括性地介紹了現行股權激勵方式,對現股、期股和期權這三種要的激勵方式,從權利義務、價值和激勵導向三個方面進行了對比析;第二部探討了技術股權設計的難點和影響因素,討論了我國中小科技企業技術股權激勵的方式,析它們在激勵中的優勢和不足,以及它們之間的區別與聯系,並對中小科技企業實施技術股權激勵的必要性和意義進行了探討。在文中還點討論了中小科技企業技術股權的策略,介紹了技術股權紅利方式,指出在技術股權激勵過程中注意的問題,並提出相的解決辦法,目的在於充利用技術股權機制,來激發技術人員潛在的創新能,激勵他們為企業作貢獻;第三部探討了中小科技企業技術股份期權的方案設計,在激勵方面,按照技術期權獲受人的業績越突出特定的指標增長越快行權價越低獲利越多激勵效果越好的邏輯思路進行考慮;在參數設計方面,對技術期權計劃中激勵基金、授予和考核、行權價格等參數進行了詳細地析設計,旨在減少技術期權激勵過程中的隨意性,為中小科技企業的規范化管理起到一定的指導和借鑒作用。
  2. It also investigates the effect of secondary torque, the characteristics of moment redistribution subjected to reversed cyclic loading, and the role of spandrel beams in the overall response

    討論了預次扭矩對結構受的影響、水平荷載作用下結構的彎扭規律以及如何進行邊主梁的合理設計等問題。
  3. On the contents of two sides abovementined, this paper attempts to do some initial researches from three angles as follows : 1, the analyses of anti - seismic features on longitudinal direction of the aqueduct l ) the seismic longitudinal effects are small. the vibrant characters are decided from the structure integration and rigidness of piers and main arch - ring of the aqueduct, so the following measures should be taken in order to weaken and isolate seismic influence : properly broadening the section sizes and adopting the high class concrete, lowering the height and barycenter of building, setting hoop steel bars so as to increase the plasticity of the concrete which can absorb the seismic energy and prevent the damages due to stress centralization on the linkages and changing place

    本文試圖就上述的這兩大方面的內容,從以下三個角度進行了初步研究: 1 、縱槽向抗震性能析1 )湯峪河吊桿拱支承結構的縱槽向地震效較小;吊桿式拱架結構動特性取決于槽墩和主拱圈的剛度,以及結構的整體性,故適當加大構件截面尺寸或提高砼標號,盡量降低結構的建築高度和心,在構件連接和變截面處增設梗脅,按照約束混凝土的要求來加強箍筋的置,增加砼的延性,以克服地震時構件連接和變截面處的集中造成的坡壞,並吸收大量的地震能量,從而起到隔震,減震的效果。
  4. The author redesigned the common concrete beams and carried out a comparative analysis to the existing beams according to the specification for design of reinforced concrete and prestressed concrete highway bridges and culverts ( jtj023 - 85 ), the specification for design of reinforced concrete and prestressed concrete highway bridges and culverts ( informal version for advices ) and relevant rules of its matching stipulations, light aggregate concrete bridge technology stipulations ( ( informal version for advices ) and on the basis of prestressed concrete theory. the thesis emphasized on the research of the variation of the concrete, prestressing tendon quantities, their spans, beams " height and their rigidity of both the designed beams and the existing beams, and obtained the quantitative results from above research

    採用hslc置換梁體中的普通混凝土,並運用預混凝土理論,依據《公路鋼筋混凝土及預混凝土橋涵設計規范》 ( jtj023 - 85 ) , 《公路鋼筋混凝土及預混凝土橋涵設計規范》 (徵求意見稿)和與之套編制的《輕骨料混凝土橋梁技術規程》 (徵求意見稿)的有關規定,對上述普通混凝土梁進行了新設計並與既有梁進行了對比析,得出了設計梁與既有梁在混凝土及預筋用量、跨度、梁高以及剛度等方面的變化情況,得到了定量結果。
  5. The investigation in the field was combined with research indoors. by classifying tectonic sequence, confirming corresponding prototype basin, analyzing paleo - tectonic stress fields in different periods, plotting correlative tectonic map based on 297 explore wells, and analyzing the traits of the remaining depressions producing hydrocarbon and their migration rules in the ordovician, the author studied the basement of the basin ; the fault system of the basin ; the tectonic - sedimentary evolution of the basin and its circumference areas ; the prototype basin and corresponding dynamics background ; the paleo - tectonic patte rn and its evolution in the layers of producing gas in different periods of ordovician ; the superposition relationship among the different period basins formed by different stress fields ; the reformation of the basin and the formation, redistribution and final emplacement of the gas pools

    採用野外地質調查與室內綜合研究相結合,通過構造層序的劃及其相盆地原型的確定、不同期次古構造場的析、以297口探井數據為基礎的相關構造圖件的編制、奧陶系殘餘生烴坳陷及其遷移規律研究等的綜合析,開展了盆地基底以及盆地斷裂系統、盆地及鄰區構造與沉積演化、盆地原型及其形成的動學背景、奧陶系產氣層不同時期的古構造格局及其演化、不同期次構造場形成的不同世代盆地之間的疊置關系以及盆地改造與天然氣藏的形成、和最終就位諸方面的研究。
  6. Mechanical impact dynamics is used to analyse the production and spread of stress wave when hydraulic pile hammer hammerblows piles, the stress wave influence the course of driving pile. slender hammer that is equal to wave resistance of the pile can bring ideal stress waveform. when the hammer weight is constant, efficiency of driving pile can be increased by means of selecting drive cap and cushion pad of different rigidity to match the hammer according to various geological condition and the pile. the structure and principium of hydraulic system of double - acting hydraulic pile hammer with double cylinders is studied in detail in the paper, the hydraulic system and electric control system of six - ton - double - actin hydraulic pile hammer with double cylinder is designed on the basis of it

    本文用沖擊機械繫統動析打樁過程中錘體與樁撞擊時波的產生、傳播以及該波對沉樁過程的影響。認為與樁等波阻的細長狀錘體能夠產生理想的波波形;在樁錘量一定的情況下,可針對不同的地質情況和樁,通過選擇不同剛度的樁帽和樁墊與其匹來提高打樁效率。本文對雙缸雙作用液壓打樁錘液壓系統的結構和工作原理進行了深入的研究,並在此基礎上設計出六噸雙缸雙作用液壓打樁錘的液壓系統和電控系統。
  7. This paper has come to some comprehensive conclusions on the basis of the practical use of this double - index evaluation method in the slope of pishihang channel. a calculating program for the double - index evaluation method is compiled to raise the calculating efficiency. the reinforce measures that adopt the new thesis of renewing stress and the expansive anchor are presented

    本文針對淠河總乾渠(城區段)邊坡這一實際工程引入了安全系數和可靠度相結合的雙指標體系析方法進行穩定析,得出了較為全面的結論;在雙指標體系析方法的基礎上編制了計算程序,提高了計算效率;塑新思想及其套實施手段?膨脹錨提出了初步的邊坡加固解決措施。
  8. Thirdly, the working time depends on season change and there is a different focus in the evaluation of merit & benefit. lastly, there are many scattered manufactured sites for one unit, so the employers work not in a single site. in order to adapt to the requirement of management information and the modernization, it is urgently to develop a hrmd to supply information integration and share of human resources management in those institutes

    我國市級科研所正處于科研體制改革時期,在人資源管理上具有「專業技術人員多,知識群體密集;多種模式並存,實際工資和檔案工資離;工作時間季節性強,績效考核各有側;生產基地多,人員散」等特點,為適管理信息化、現代化的發展要求,迫切需要開發一個符合行業管理特點,能為人資源管理活動提供信息集成和共享的人資源管理與決策支持系統。
  9. Fabrication of the box beam is divided into such parts as reinforcement, formwork, concreting, prestressing, moving and storing of beam, pipe grouting under pressure, end sealing of the beam, water - proof layer on the bridge surface system, protective coating etc. the paper makes description of effective box beam construction technology and workmanship which can be adopted in other projects, such technologies as : manufacturing and fixing of reinforcement, steel reinforcement fixing baseplate, web plate and top plate respectively and lifting the steel skeleton into form, requirements of design and manufacturing and way of utilization for dismantling - erection type formwork and hydraulic formwork, optimization of concrete ratio, concrete pouring process of two ends of beam in priority over the middle, in sequence of first baseplate followed by web plate and top plate at last, concrete pouring in inclined section and in horizontal layer, concrete vibration mainly by external vibrator in assistance with internal vibrator, methods and regulation for steam curing of concrete, dual controls over stress and strain to ensure quality of prestressing workmanship, construction method of effective beam moving by heavy - weight special moving facility, some regulations and key notes about construction of grouting under pressure, beam ends sealing, water - proof layer on the bridge surface system, protective coating

    箱梁製造由鋼筋工程、模板工程、混凝土工程、預工程、移存梁工程、孔道壓漿工程、梁體封端工程、橋面防水層和保護層工程等施工環節組成。文中介紹的採用胎具製作和綁扎鋼筋,底腹板和頂板別綁扎並吊裝鋼筋骨架入模;拆裝式和液壓式兩種模板的設計、製作要求和使用方法;綜合考慮、優化混凝土合比,混凝土灌注從兩端至中間、先底板、后腹板、再頂板的施工順序和斜向段、腹板水平層、附著式振搗為主、插入式搗固為輔的施工工藝,蒸汽養護的方法和規定;變雙控制確保預施工質量的施工技術;採用物移運器有效移梁的施工方法;壓漿、封端、橋面防水層和保護層施工的一些規定和注意事項等都是對箱梁製造行之有效的施工技術和施工方法,並可為以後類似施工作借鑒。
  10. By this means, nonlinear properties of concrete and steel bars, as well as stress redistribution near the orifice caused by concrete cracking, are not taken into account. furthermore, concrete cracking could not be well controlled by reinforcing bars

    這種方法不能反映混凝土和鋼筋兩種材料的非線性性質以及混凝土開裂后引起的佈,並且不能有效地控制孔口的開裂,按照此方法計算的筋量往往偏大。
  11. This article describes a way of special ultrasonic system which monitors thermal stress in seamless welded rails. this monitoring system is a non destructive testing system, which adopts avr mcu and high - precise time chip processing as the core of it, and adopts the critically refracted longitudinal wave as the object of measuring. my studying focuses on the theory of the monitoring system, which will be listed in this arctile : according to the snell theory, the theory of motivating of critically refracted longitudinal wave is described in details, and the finite element software is used to emulate the propagating course. the formulas of calculating the pts of swr are taken from the acoustoelasticity theory, and the calculating the parameters is introduced. according to assemble materials, three kinds of ways of monitoring the pts of swr using critically refracted longitudinal wave are described, which are measuring the sound - time in changeless distance, ultrasonic critical - angle refractomery and frequency spectrum, the first way of ways is used in this experiment system. the factors, which effect the monitoring system, are assaid in some degree based

    本文的研究工作點在無縫焊接鋼軌溫度測量系統的理論模塊,包括根據snell原理,研究極限折射縱波的激發機理,並使用有限元軟體ansys進行模擬;根據聲彈性理論以及公式推導出計算無縫焊接鋼軌中的溫度的公式,並對其中參數的求解方法進行介紹;根據收集的資料,介紹了三種使用極限折射縱波測量無縫焊接鋼軌溫度的方法,即固定距離測量聲時法、臨界角折射法和頻譜析法,本實驗系統使用的是第一種;根據實驗經驗以及相關資料,析了影響極限折射縱波測量溫度的幾個因素,並提出了相的解決方法;根據實驗系統的需要,獨立設計並加工出相關套的實驗設備,包括實驗鋼塊、有機玻璃楔塊、固定件、載荷外框裝置等。
  12. With the retrospection of the developing course of the bored pile foundation and combining with my practical experience, the paper expatiates upon the design principle of percent of fit of the stone - fill grouted concrete and the main factors of the influence strength target, and the final pile technique introduction of the hollow pile of the stone - fill grouted concrete and the precast prestressed concrete ; baesd on the theory of slurry hydraulics, empirical calculation formulas of the radis and height of diffuse slurry are deduced in this paper ; it analyzes the test pile materials of the hollow pile foundation, such as luoyang yi river bridge and dangwang jian river bridge ; the new technique of the hollow pile, which provides the generalization and application with base materials, expounds its feasibilities, adaptabilities and economy

    本文通過綜合析國內外鉆孔樁基礎的發展歷程及研究現狀,點討論了填石壓漿混凝土空心樁、預制預混凝土空心樁的成樁工藝、填石壓漿混凝土的合比設計原理及影響強度指標的主要因素;根據泥漿水學原理,導得了考慮各種因素的水泥漿液在預填骨料中的流動影響半徑和上升高度;結合河南省洛陽伊河大橋、黨灣澗河大橋工程實踐,討論了填石壓漿混凝土空心樁基礎的質量檢測方法及標準;並在此基礎上,深入析了樁側、樁端承載能,提出了填石壓漿混凝土空心樁的設計計算理論和方法。最後,論證了空心樁新工藝的可行性、適性、經濟性,為大推廣用空心樁新技術提供了可靠的技術資料。
  13. Based on optimization theories of genetic algorithms and the linear programming, a series of optimal design mathematics models and methods of water transmission conduits and water distribution networks have been presented, in the light of their characteristics. the results are as follows : 1 the linear programming models and calculations of the pressure gravity conduit, the gravity pressure conduit and channel, the pressure conduit with pump station and the pressure conduit in considering pump station flow variations are presented respectively

    本文針對不同類型的輸水管線和水管網系統的特點,用遺傳演算法和線性規劃等優化設計理論和方法,對其優化設計問題進行了較為系統的研究,成果如下: 1別建立了輸水管道系統、輸水管渠系統、泵站加壓輸水管道系統以及考慮流量變化的泵站加壓輸水管道系統優化設計的線性規劃數學模型,並提出了計算方法。
  14. Secondly in enterprise valuation cost method should proceed with book value of the financial statement, regard market value as adjusting orientation and reduce application range of cost method. when income method is adopted, four principles should be paid attention to : a : stage - by - stage income model should be used which is made by early stage income current value added by later stage income increase. b : net profit and net cash flow should be the majority of income volume

    其次為:企業價值評估採用成本法從財務報表的賬面價值入手、以市場價值為調整目標、減少成本法的用范圍;採用收益法以前期收益現值加後期收益額遞增的階段收益模型,收益額以凈利潤、現金凈流量為主,收益預測以企業未來發展潛析為前提的銷售收入預測為主導,折現率堅持不低於無風險報酬率等四項原則,系數以回歸方程的測算為主;市場法中參照物企業選取以同行業企業為基準、擴大數據來源,注評估比率可靠性驗證、利用多種比率的合等。
  15. Should education enable people to begin their life ' s race on a level field from a common starting line by granting each a fair share of the resources available, or should it allow some of them to benefit from their parents " power and influence to win the competition

    教育的過程該是資源的,起到社會平衡的作用,以讓人民在公平的起跑線上追求生命的立足點,還是延續子靠父蔭的傳承過程,繼承上一代的優勢以強化下一代的競爭能?對此,我們該有清楚的思考。
  16. This thesis analyses the necessity of the system reform of scientific research institutes into enterprise - operated mode and considers that the problems should be stressed and solved during the reform, such as idea change, realization of multiple property right structure, establishment and improvement of legal person control and management structure, human resource management and reform of distribution system, adjustment of financial management & operation, science and technology innovation system, mechanism change, etc. by applying the theory of extensive share of stock system, the writer studies the property right structure innovation of the system change of scientific research institutes into scientific & technical type enterprise, designs its share ownership structure, summarizes and analyses the main share ownership stimulating mode of scientific and technical enterprises

    我國科技體制改革走過了十幾年的歷程,科研院所企業化改革經歷了從量變到質變的兩個階段。本文析了科研院所企業化轉制的必要性,認為科研院所在改制為科技型企業的過程中著解決觀念轉變、產權結構多元化的實現、法人治理結構的建立和完善、人資源管理與製度改革、財務管理運作的調整、科技創新體制與機制的轉換等問題。運用泛股制理論對科研院所在科技型企業化轉制中的產權結構創新進行了研究,設計了其股權結構,歸納並析了科技型企業的主要股權激勵模式。
  17. Firstly, this paper advances these viewpoints about the mechanism of financial development : a ) the development of financial structure improves the sector configuration of capital ; b ) financial deepening intensifies the mechanism of cost - income about the sector distribution of capital ; c ) the theory of endogenetic financial development settles the ultimate power of the sector distribution of capital. secondly, this paper analyzes the exterior effects of the sector distribution of capital that financial development leads and disequilibrium effects of financial development. thirdly, the key of advancing the financial development is to keep the role of government rational so as to make financial development " essential "

    以下三點構成本文的基本成果:第一、系統總結了金融發展理論關于資本部門的觀點,提出金融結構發展具有改善資本部門結構作用、摘要金融深化強化資本部門的成本收益機制、內生金融發展則解決了資本部門的根本動的新見解;第二、析了中國金融發展對經濟增長的外部效、金融發展對資本部門效率的實際影響、資本「部門歧視」的不合理金融制度安排以及金融發展與經濟增長可能產生的多均衡;第三、文章由此得出了別具一格的原則性建議:我國金融發展優化資本部門的關鍵在於實現金融發展「實質化」 ,而金融發展「實質化」的關鍵是優化金融制度安排,優化金融制度安排的核心是政府作用理性。
  18. Firstly this paper summarized relational literatures on the way of basic theory, study method and conception ; secondly this paper analysed the actuality of allocation for higher schools " s s & t resource according to year 1995 - 2000 < usts > and < ' 00 national r & d resource check data >. then this paper evaluated the allocation actuality by the method of ahp and dea on the directly in - output efficiency and relatively efficiency according t o above analysing. finally this paper optimized the allocation structure by the method of sd. and brought forward the standard of optimizing allocation according to the speciality of s & t resource, and that this paper relevant countermeasures, and offered the decision - making gist for government department

    本論文首先對相關文獻從基礎理論、研究方法和概念方面進行了綜述;其次依據1995 - 2000年教育部每年的《高等學校科技統計資料匯編》 ,以及《 2000年全國r & d清查數據》 ,對河北省高校科技資源置的現狀,從規模、結構方面,點對人資源、財資源,別運用層次析、 dea等方法,從直接投入產出效率和相對效率角度,對置現狀進行了析評價;最後根據科技資源置的特點和基礎理論提出了優化置的標準,同時運用系統動學方法對置結構進行了優化,而且提出了相的對策,為決策部門提供了可以參考的決策依據。
  19. The effect of opening and closing of joints will weaken the integral stiffness of arch dams, prolong their vibration periods and remarkably readjusting of stresses

    橫縫張合效將削弱大壩的整體剛度、延長其振動周期、引起顯著的
  20. 4 ) three - dimensional nonlinear analysis of the bottom outlet of the xiao wan arch dam is presented using sub - model techniques. the structural characteristics and failure mechanism of the bottom outlet, under loading of concrete deadweight, hydraulic pressure, internal water pressure and temperature are studied. it is shown that the meshing of the structure becomes easy and the computing time is reduced by using sub - modeling method

    4 )對小灣拱壩的1 ~ #底孔進行了三維非線性析,研究了孔口在壩體自、庫水壓、孔內水壓和庫水溫度影響等作用下的孔口佈、混凝土開裂、裂縫發展規律以及筋對孔口開裂和裂縫擴展的影響。
分享友人