部分荷載 的英文怎麼說

中文拼音 [fēnzǎi]
部分荷載 英文
fcactional load
  • : Ⅰ名詞1 (部分; 部位) part; section; division; region 2 (部門; 機關或組織單位的名稱) unit; mini...
  • : 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
  • : 荷名詞(蓮) lotus
  • : 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 ...
  • 部分 : (整體中的局部或個體) part; section; portion
  1. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後,對巖土工程領域至今尚未解決,甚至不為人注意的考慮地基變形的地基承力問題進行了實用化的探討,提出了考慮地基變形的地基承力上程計算方法;對基於彈塑性理論析的地基承力國內尚未見報道的空間問題得到了圓形基礎(空間問題)的承力界限p _ ( 1 / 4 ) ,並與國內外土力學專著及地基基礎設計規范中的條形基礎(平面問題)的界限p _ ( 1 / 4 ) ,進行了對比,從而定量上解釋了目前設計規范引用土力學承力公式值偏於保守的這一情況;根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作,本文以截頭錐模型模擬地基,對地基(巖基)承力的動測法進行了研究,為各類地基(包括巖基) ,匯總了動力析和檢測川的參數:針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承力的確定問題,從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤試驗四方面進行了深入討論;本文作者根據多年現場試驗的工程實踐,對深井試驗裝置的核心? ?反力裝置,設計了側壁支撐反力加系統,該加系統具有實用、簡便、穩定及安個等優點。
  2. Engine load simulated control system was consisted of two unattached parts of work resistance simulated control subsystem and electric bow wave dynamometer control subsystem. with the mathematic models of engine load simulation controller, which transferred the work resistance ' s change to engine load change immediately, the system can met the need of the simulation control system

    發動機負模擬加控制系統包括彼此獨立的作業阻力模擬控制子系統和電渦流測功機控制子系統兩,應用發動機負模擬控制器數學模型,使作業阻力的變化及時轉換為發動機負的變化,能夠滿足模擬系統的控制要求。
  3. The main components of the latter are multi - rib sandwich panels, including floor slabs and wall slabs. reinforced concrete conformation columns are set where the longitudinal walls and latitudinal walls intersect and copulative beams are set where floor slabs and wall slabs intersect. they play a role of linking and transferring loads, bearing a small part of loads at the same time

    無骨架體系的主要承重構件是密肋夾芯板(包括樓板和墻板) ,縱、橫墻相交處設鋼筋混凝土構造(連接)柱,墻板和樓板相交處設連系(圈)梁,連系梁和柱主要起連接和傳遞作用,也承擔少部分荷載
  4. On the basis of investigation on the related researching achievements home and abroad, this thesis puts emphasis on studying the counterforce on the pile head and the sedimentation characteristics of the piled raft foundation under the vertical loads, considering the superstructure ’ s effect. and then, this thesis probes into the principles, methods and processes of balance design method for variable - rigidity

    析國內外相關研究成果的基礎上,本文主要研究豎向作用下考慮上結構影響的樁筏基礎樁頂反力及沉降特性,並在此基礎上探討了變剛度調平設計的原理、方法和步驟。
  5. It provides strong basement for the research of design. the method of structure analysis commended by this paper is based on nonlinear finite - element, diathermanous and elasticity mechanics. it found the model of a steel beam pressed by gravity and temperature in the condition of indoor fire

    本文提出的結構析法是在大量參數析的基礎上,以非線性有限元、傳熱學及彈性力學為基礎,利用ansys軟體,建立一個鋼框架梁在室內局火災條件下的傳熱模型與在重力及溫度共同作用下的受力模型。
  6. When reinforced concrete upper structure - piled raft - subsoil system is studied, every part of this system is looked upon homogeneous discrete space. accofding to static equivalent principle, equivalent node loads are calculated, and load embattle is integrated with element equivalent node force and directly bearing load

    析時,本文將鋼筋混凝土上結構和地基、基礎的研究問題視為各向同性空間問題,且按靜力等效原則計算等效節點列陣由單元等效結點力和直接作用於單元結點上結點集成而得。
  7. 3 flexible liposome constituted with pc + dona were exhibited under transmission electron microscopy. 4 pfg - nmr analysis indicated that the use of 25 : 1 of tween - 20 : ( - ) c, most of it ( > 90 % ) has been incorporated in the tween - 20 micelle structures

    4 、以pnnmr析了膠束體帥)結構對卜幾類物質的量,發現當t een一20使用量為兒茶素卜)的50倍時,絕大卜) c ( 90以上)己嵌禾在tween 20形成的膠束體( 。
  8. The live loads were applied by a standard system of ring dynamometers with attachment points distributed uniformly on the upper surface of the decking.

    用一系列標準環式測力計施加活,其接觸點均勻佈於面板的上表面。
  9. The solicitation, development and rupture of craze in exiguous hierarchy play a connective work in the course of polymer ' s damage and rupture. it is a bridge in distortion mechanism of macroscopical and microcosmic

    高聚物的力學性能依賴于溫度、持時間、加速率和環境等因素,其中,溫度和時間的依賴性尤為顯著。
  10. The regularities of pile - top reaction distribution, the carrying load ratio between pile and raft, the settlement and the imparity settlement of foundation in the frame - tube structure and the single wall are influenced by some factors such as the stiffness of the superstructure, the intensity of the soil under the piles, the length and radius of the piles, the distance between the piles, the thickness and the suspended width of the raft

    對豎向作用下的空間筒中筒結構、樁筏基礎和地基進行了三維有限元析。研究整體結構和單片墻結構在上結構剛度、樁端土強度、樁長、樁徑、樁距、筏板厚度、筏板外挑寬度等影響因素變化時的樁頂反力佈規律、樁筏擔比、樁基沉降和差異沉降規律。
  11. Lintels - method for assessment of load

    門窗過梁.第1:評定方法
  12. Methods of tests for ancillary components for masonry - part 5 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties couplet test ; german version en 846 - 5 : 2000

    磚石工程輔助元件試驗方法.第5:墻拉桿抗拉
  13. Methods of tests for ancillary components for masonry - part 6 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties single end test ; german version en 846 - 6 : 2000

    磚石工程輔助元件試驗方法.第6:墻拉桿抗拉
  14. In this test, a special bolt - jack is used to exent of prestressing force to brace angles as the whole structure is under dead - load. in this state brace angles withstand partly load before twice - load and the stress and strain of concrete are decreased. in this way the aim of removal of load and strengthening can be reached

    本試驗中採用專用螺栓千斤頂在恆定水平下對混凝土柱角鋼撐桿施加預壓應力,使外包角鋼在二次受力前即部分荷載,使混凝土應力水平和應變水平降低,達到卸與加固同步進行的目的。
  15. Temporary works equipment - part 3 : load testing

    臨時工作設備.第3:試驗
  16. Actions on structures - part 5 : snowloads and ice loads

    對結構物的作用.第5:雪和冰
  17. Methods of test for dense shaped refractory products - determination of refractoriness - under - load

    成型密實耐火製品的檢驗方法.第8:耐火性的測定
  18. It is a question of secondary loading because of unloading part of loads before adhering cfrp. in this paper, simulated it successfully in element birth and death

    由於在碳纖維布加固鋼筋混凝土結構的施工過程中是先卸去部分荷載,再粘貼碳纖維布,這就存在二次受力。
  19. Machine tool ball screws - methods of calculating dynamic and static load and life ratings

    機床滾珠絲杠.第1:動和靜及額定壽命計算方法
  20. Testing earth - moving machinery - measurement of tool forces and tipping loads of loaders

    運土機械試驗.第2:裝機工具強度和翻倒的測量
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