荷載效應 的英文怎麼說

中文拼音 [hézǎixiàoyīng]
荷載效應 英文
load effect
  • 荷 : 荷名詞（蓮） lotus
  • 載 : 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 ...
  • 效 : Ⅰ名詞（效果; 功用） effect; efficiency; result Ⅱ動詞1 （仿效） imitate; follow the example of 2 ...
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 效應 : [物理學] effect; action; influence
  1. Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program, the study of composite wall, with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained, also the influence to wall ' s stiffness and bearing capacity by kinds of factors, including wall ' s shear span ratio, member ' s section, bar arrangement, etc. based on the hammer blow test and stiffness test, a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed

    在對密肋復合墻板運用ansys ~ （ （ ? ） ）程序進行數值模擬、分析驗證的基礎上，對典型組合墻體在不同連接構造和不同荷載效應組合作用下的受力形態和破壞模式進行研究；計算分析了復合墻體剪跨比、邊框柱截面尺寸、邊框柱配筋大小以及墻板內肋梁肋柱配筋等諸多因素對密肋復合墻體承載力及剛度的影響，得出其變化規律。
  2. Based on the pre - research of reservior - induced seimicity, the text analyzed water ' s load effect, interstitial water pressure and chemicophysical effect on rock in reservior - induced seimicity and discussed hydrogeological mechanism of reservior - induced seimicity. the analysis supplys reliance for the hydrogeological analysis of reservior - induced seimicity. dagangshan power station is located in the intersected segment of daduhe break - zone moxi break - zone and longmenshan break - zone. the construct - actibity seimic activity and hot - water activity is stong from cenozoic ear

    本文在總結水庫誘發地震前人研究成果的基礎上，系統分析了庫水在水庫誘發地震中的荷載效應，空隙水壓力效應和對巖體的物理化學作用，從理論上討論了水庫誘發地震的水文地質機理，為水庫誘發地震的水文地質分析提供依據。
  3. On the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上，給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。
  4. Abstract : on the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    文摘:在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上，給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。
  5. Thirdly, the structure resistance theory probability model and the load action effect theory probability model are amended according to the main - beam ' s damage and load condition of the used beam - bridge. thus the structure resistance assessment probability model and the load action effect assessment probability model of the used beam - bridge are deduced in this way and they are practical

    再次，根據在用梁橋的損傷情況和荷載狀況，對其結構抗力和荷載效應理論概率模型進行修正，得到實用的在用梁橋結構抗力和荷載效應評估概率模型。
  6. Statistic analysis on fatigue load effect and equivalent stress range of steel crane structures in service is carried out. the stress range distribution in whole life is deduced by the spot measurement little sample stress - time process. meanwhile the statistic analysis on the fatigue resistance process is conducted, according to fatigue data of all kinds of structural joints in domestic and overseas, which is foundation with, establish the fatigue reliability model

    2 、在大量調查的基礎上，對吊車梁所承受的疲勞荷載效應與等效等幅應力進行了統計分析，同時根據國內外有關各構造細節的疲勞資料對疲勞抗力參數進行了統計分析，為建立疲勞動態可靠性分析模式奠定基礎。
  7. Integrating the results obtained by nonlinear fem analysis and structural behavior analysis, with the section shape and rdw being variables, the function for lebr is proposed. 6 all the reinforcement in the specimens, longitudinal bar and transverse stirrup, is of grade hrb400

    基於非線性數值分析及結構行為分析結果，研究了荷載效應負載率的影響因素，並確立了該參數以截面形狀和肢厚比為自變量的數學模型，為截面設計創造了條件。
  8. No matter with or without flange, the longitudinal strain in limbs roughly coincides with bernoulli ' s principle. 5 based on strain distribution status found in experiments, the internal force evaluation approaches are suggested. then, the structural behaviors are investigated in detail, and the concepts of pl and leffr are introduced

    從墻肢應變分佈研究入手，建立了截面內力計算模型，深入研究了短肢墻結構內力大小及其分佈規律，建立了土墻肢及主墻肢荷載效應負載率等基本概念。
  9. Based on strain distribution acquired in experiment, the internal force evaluation model is set up, then, the structural behavior of slw are investigated in detail. combined with the nonlinear fem results, the structure behaviors are expressed in the concepts of " principal limb " ( pl ) and " load effect bearing ratio " ( lebr ), and the function for lebr determining is put forward, which may be used in the practical section design

    本文進行了國內首例短肢墻結構體系低周反復試驗；基於試驗實測的墻肢應變分佈，擬合了墻肢截面的應變分佈規律，並進行了短肢墻結構內力大小及其分佈規律的分析，建立了墻肢荷載效應負載率的數學模型，為實際工程的截面設計創造了條件。
  10. This paper is mainly focused on thermal field analysis, field tests of cshbb, thermal effects analysis and combination of thermal effects and load effects

    本文主要涉及小砌塊建築的溫度場分析、現場溫度效應跟蹤監測、溫度效應分析和溫度作用與荷載效應的組合情況。
  11. The biggest displacement of the instantaneous response is much bigger than that of the static one

    初始靜力荷載效應使瞬時動力響應的振幅比無初始靜力荷載效應的結構的水平和豎向位移振幅小。
  12. The smaller the stiffness and the bigger the mass and the damp is, the smaller the effect of static load on the maximum displacement is

    建議以較為簡單的無初始靜力荷載效應時的瞬時動力響應作為結構設計依據，其結果趨于安全。
  13. Because of large span, the steel truss transfer member in a tall building will get a huge load effect with a vertical loading

    帶大跨度鋼桁架轉換層結構的建築物，由於轉換層的跨度大，在豎向荷載作用下，將會產生較大的荷載效應。
  14. The paper establishes the dynamic mechanics model with ansys software and analyses the effect of dynamic load on the results of the inverse analysis. 4

    本文考慮動荷載效應，通過大型有限元分析軟體ansys建立了路面的動力學分析模型，深入研究荷載的動力效應對反分析結果的影響。
  15. Secondly, based on the strong nonlinearity and learning ability of artificial neural networks, a model for calculating load effect of structure during construction is presented

    其次，利用bp神經網路較強的非線性影射能力和學習功能，建立了施工期結構構件的荷載效應人工神經網路計算模型。
  16. In this thesis, the following aspects of research on the issues of reliability of reinforced concrete structures during construction are done on the basis of the current research findings

    本文基於國內外的研究現狀，進行了以下幾個方面的研究。首先，利用ansys有限元分析軟體進行施工期結構荷載效應的分析。
  17. The effect of initial static load on the instantaneous response makes the amplitude of vibration of horizontal and vertical displacement bigger than that without the effect

    初始靜力效應對結構瞬態響應的影響與剛度、質量、阻尼等因素有關，剛度越小，質量、阻尼越大時，初始靜力荷載效應對結構最大位移影響越小。
  18. The proposed analytical method and those research findings can be consulted in the engineering practice, the buckling bearing capacities, and the time - dependent behaviour design of cft columns and cft arched bridges

    本文所得出的主要結論和有關研究成果可供鋼管混凝土構件以及大跨度鋼管混凝土拱橋的承載力設計和長期荷載效應分析參考。
  19. 3. the essential distinction between structural static and dynamic reliability analysis is emphasized, since the maximum dynamic response is not always corresponding to maximum load in structural dynamic analysis

    分析了動力響應計算中，最大的荷載效應與最大的荷載之間沒有完全的對應關系，指出了結構靜力可靠度與動力可靠度分析的本質不同。
  20. In this paper, load effect combination, resisting buoyancy of basement, load combination of basement outer wall and basement soleplate and equivalent uniform live load of fire engine basing on " load code for the design of building structures " are discussed

    摘要該文探討的是《建築結構荷載規范》中有關荷載效應控制的組合、地下室抗浮、地下室外墻和底板的荷載組合以及消防車等效均布荷載的確定等內容。
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