load deformation 中文意思是什麼

load deformation 解釋
負荷變形
  • load : n 1 裝載，擔子；負擔；工作（負荷）量。2 （車船等的）裝載量；一馱，一車，一飛機。3 【電、機】（機...
  • deformation : 變形,走樣
  1. Elastic deformation is nonpermanent, which means that when the applied load is released, the piece returns to its original shape

    彈性形變是非永久性的，即撤去加載后，樣品可恢復初始的形狀。
  2. It is difficult to test the moving - load - induced dynamic vertical displacement of a floating bridge, because the vertical displacement of a floating bridge consists of the contributions from the structural deformation, the variations of the gaps between the pontoons and the variation of the draught, and it is much larger than that of an immovable bridge

    摘要通載浮橋的動態位移，由於其位移幅度相對于固定橋要大得多，而且其垂向位移是由結構變形、間隙變化以及吃水變化等多種因素引起，一般難以對其進行動態位移測試。
  3. A granular material designed for maximum stability should possess high internal friction to resist deformation under load.

    為得到最大的穩定性而設計的顆粒材料應具有高內摩擦力而抵抗荷載下的變形。
  4. Based on tests of nine 1 / 2 - scaled model slabs under vertical loads, the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads. 2. based on aseismic tests, the paper put forward a model of concrete frame, silica brick and a combination of the two, proposed that the silica brick works as a 45 compression bar, analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame

    通過對墻板模型的抗震性能試驗研究，建立了由鋼筋混凝土框格、砌塊以及兩者協同作用三個部分組成的承載力極限狀態下的理論簡化計算模型；提出了墻板中填充塊等效斜壓桿寬度按45度計算的統一量化標準；分析了影響墻板承載力的主要影響因素，給出了表達墻板框格層數和跨數不同的斜截面承載力實用設計計算公式。
  5. In this paper, complete load - deformation behavior from initial loading to final failure of slender steel - concrete composite columns with arbitrary cross sections applied to biaxial loading is studied

    本文主要研究任意截面的鋼-砼組合長柱在雙向偏心荷載作用下從加載到最終破壞的全過程的受力與變形特性。
  6. Based on test result of load - deformation hysteresis curve under cyclic load, fatigue damage variable is defined from energy angle, the change rule of fatigue damage is pointed out

    通過對循環加載下裂隙試樣滯回特性和滯回能試驗結果的分析，從能量的角度定義了損傷變量，並指出了疲勞損傷的發展規律。
  7. In this paper, considering the additional bending moments of the axial load about the lateral displacements ( i. e. the second - order effect ), an iterative computer analysis procedure is proposed to predict the load - deformation relations and ultimate loads of steel - concrete composite columns of arbitrary cross section

    本文考慮長柱在軸向荷載作用下的附加彎矩影響（二階效應） ，提出了一種適用於任意截面形式鋼-砼組合長柱的荷載-變形關系分析和極限承載力分析的數值迭代計算機方法。
  8. Through iteration for all incremental steps the ultimate load can finally be found. using the present method the ascending segment of the load - deformation curve can be obtained. considering of the effect of stability and material strength

    在理論推導的基礎上，採用visual - fortran語言將該演算法編成程序，給出了具體演算法步驟和程序框圖流程。
  9. Nonlinear constitutive relations are discussed for analyzing the stress distribution, the appearance and development of the cracks, as well as the behavior of the boundary conditions of the two way slabs respectively. in the light of the experimental research on r. c. two way slabs under static loading, the behavior of yield line, the load deformation curves and the crack yield, plastic limit loads of slabs with different supporting conditions are studied

    根據反映雙向板混凝土材料非勻質性的本構關系，分析了雙向板在荷載作用下的變形、屈服、裂縫和破壞的形態特性，並對鋼筋混凝土雙向板在不同支承條件下的塑性極限荷載、正常使用撓度（曲線）和截面設計作了進一步研究。
  10. For each curvature incremental step, a deformed curve in the correspondi ng state can be determined for the column. through the iteration for all incremental steps until the solution is convergent, the complete load - deformation relation can then be obtained

    對各曲率增量進行反復迭代，直至得到收斂解，就獲得了長柱從加載到破壞的全過程變形曲線及荷載-撓度曲線。
  11. In this paper, slender columns with the two ends hinged are considered. an iterative computer analysis procedure taking into account the second - order effect of the axial load is proposed to predict this complete load - deformation process

    本文針對兩端鉸接的任意截面鋼-砼組合長柱，考慮長柱在偏心荷載作用下的附加彎矩影響（二階效應） ，提出了一種數值迭代的計算機方法進行全過程分析。
  12. The main achievements were summarized in detail as follows : ( 1 ) the cfdst tubular beams, columns and beam - columns with chs outer steel tubes were tested systematically. the main experimental parameters were tube diameter - to - thickness ratio, hollow section ratio, eccentricity and slenderness ratio. ( 2 ) load - deformation relationship curves of cfdst subjected to compression and bending were analyzed by finite element method and fiber element method

    本文具體進行了以下幾個方面的工作: （ 1 ）分別以徑厚比、空心率、長細比、偏心距等為主要變化參數，較系統地進行了軸壓、純彎和壓彎構件在單調加載下的試驗研究。
  13. The experimental research for beam - to - column connections of steel frame and the research influence on the steel frame is one subject of 2001 ' key research subject of ministry of construction of china, grant no. 01 - 2 - 085. researching for of beam - to - column connections under cyclic loading, for the factors effecting on the connections, for the deformation and failure character of connections, the arising order of plastic hinges and load - deformation hysteretic behavior of three pane frame under cyclic loading, the effect of semi - rigid connections on the frames, is the major purpose of this study

    本文進行的鋼框架樑柱連接的試驗研究和對框架的影響研究是建設部2001年科技攻關項目《新型空腔結構板輕鋼結構體系應用研究》的子課題，旨在研究樑柱連接在循環荷載作用下的滯回性能、影響連接的各種因素、連接變形特徵和破壞特徵；研究三榀平面鋼框架在循環荷載作用下構件塑性鉸出現的順序， p ?的滯回性能以及半剛性連接對框架側移以及塑性鉸出現順序的影響。
  14. Alternating load deformation

    交變負載變形
  15. In this paper, terzaghi " s single one dimensional consolidation theory is reformed and make it use widely. a mathematical model is founded which embodies that load deformation and time effect on final consolidation settlement. the mathematical model is used in the simulation of the course of consolidation settlement and a program is edited. the program presents the regularity ofload time and consolidation settlement

    對太沙基單向固結理論進行了修正，使其理論應用更加廣泛；提出了能夠反映荷載、變形和時間三者對固結沉降相互影響的數學模型；並且應用該模型對公路軟土地基固結沉降過程進行了模擬分析，編制了相應的程序；計算得到了固結沉降隨荷載和時間的變化規律。
  16. There is an emphasis on measurement of load - deformation characteristics and failure modes of both natural and fabricated materials

    更強調荷重與變形間之特徵測量以及天然材料和人造材料間的材料破壞模式。
  17. Firstly, the load - deformation relationship of the flanged connection system for rocket motors is analyzed by elastic theory, in which the flanged system is regarded as integer, in the same time, the effects of interior pressure and rotation of flange ring on load - deformation of flanged connection system are considered. compared with traditional methods that neglect the rotation of flange, the present approach is closer to the actual situation

    將墊片螺栓法蘭作為一個整體，考慮到法蘭旋轉和內壓對法蘭連接系統受力與變形的影響，與不考慮法蘭旋轉的現有方法相比，能更好地反映法蘭系統的受載情況。
  18. A mechanics model for the load - deformation relationship curves considered pre - stress in the steel tube of the cfst columns and beam - columns was established

    建立了考慮鋼管初應力影響時鋼管混凝土構件荷載-變形全過程關系曲線的數值分析模型； 2
  19. The main objective of this paper is to predict this complete load - deformation process for none - hinge cfst arches using numerical techniques

    本文的主要目的是採用數值方法對圓管截面無鉸拱從加載直至極限承載力的受力-變形關系進行全過程分析。
  20. Involving interaction of gasket, bolts and flange rings, the load - deformation and the structural fuzzy reliability of each component are analyzed in the case of ideality, external loads and creep - relaxation respectively. and then, the sealing fuzzy reliability of the flanged connection system is researched. the function of each part of genetic algorithm is analyzed in application to nonlinear unconstrained and constrained optimization

    本文將墊片、螺栓和法蘭作為一個相互作用的整體，比較深入地分析了理想情況下、有外載作用及蠕變-鬆弛影響下，平墊片和0形圈這兩種典型的火箭發動機法蘭連接系統各元件的載荷與變形、元件的結構可靠度和火箭發動機法蘭系統的密封可靠度。
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