loading history 中文意思是什麼

loading history 解釋
荷載歷史
  • loading : n. 1. 裝貨。2. 裝載量;重量;載荷;(船隻等的)貨載。 3. 填充物,填料。4. 額外人壽保險。
  • history : n. 1. 歷史,歷史學。2. 沿革,來歷;(個人的)履歷,經歷。3. 對過去事件的記載;大事記。4. 對形成未來的進程有影響的事件[思想]。5. 過去的事。6. 歷史劇。
  1. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求,在高位轉換層結構中採用迭層空腹桁架結構.首先分析了其受力性能,得出了空腹桁架各構件合理的截面剛度以及布局形式.然後結合一實際工程,進行了兩榀迭層空腹桁架轉換結構模型( 1 : 8相似比)的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通混凝土迭層空腹桁架,另一榀配置了預應力和鋼骨混凝土,對比分析了兩模型的層間位移比、骨架曲線以及等效粘質阻力系數等抗震性能的比較,並進行了彈塑性動力分析.試驗和分析結果表明,配置預應力和型鋼混凝土的迭層空腹桁架轉換結構具有良好的抗震性能,可以成功地解決迭層空腹桁架作為轉換層結構所產生的弊端問題,最後對這類轉換層結構提出了相應的設計建議
  2. To analyse stretch bending of narrow strip by numerical calculation, taking the loading history into account, the deformed zone was divided into many elements to determine their strain by the condition that constant volume remains in deformation

    摘要在考慮加載歷史的情況下,為採用數值方法研究窄板拉彎成形,將變形區劃分成若干個單元,按塑性變形體積不變條件,確定單元應變。
  3. The combination of lateral stress and maximum vertical strain denotes the loading history and the reduction of tensile strength and compressive strength denotes the damage of concrete. this work is the theoretical foundation of study on the damage, of concrete due to loading history

    分別用經歷過荷載歷史后混凝土試件的抗壓和抗拉強度的劣化來定義其抗壓和抗拉損傷,為下文深入研究損傷隨荷載歷史的發展演化規律奠定了扎實的理論基礎。
  4. The aim of this dissertation is to shed some light on these subjects. first, systematic experimental study and theoretical analysis have been performed to study the damage of concrete due to loading history. in addition, an artificial neural network approach is developed to study the constitutive relations of materials, and some constitutive models of concrete under various loading history have been established

    本文針對目前大壩設計和研究中混凝土材料損傷及本構特性這個薄弱環節,在深入分析國內外有關成果的基礎上,從理論和試驗兩個方面對混凝土材料經歷過荷載歷史后的損傷特性進行了深入的研究;同時,將人工神經網路技術應用到混凝土本構領域,建立了一系列在各種加載形式下的混凝土材料模型。
  5. In this paper, the wind loading time history of the truss structure is simulated according to the data of wind tunnel experiment and pulsating wind spectrum, and the transient dynamic analysis is used on the fem

    本文依據風洞試驗數據模擬了靜風壓的空間分佈,依據脈動風譜模擬了網架結構的風荷載時程,並對有限元模型進行了有限元瞬態動力學時程分析。
  6. As a kind of layout plan, tube structure is widely applied due to its commodious room and reasonable structure loading. its appearance has brought high - rise building into a new history period. piled raft foundations have advantages of pile and plate foundations

    筒體結構作為建築結構的一種形式,因其可以提供靈活的大空間、結構受力合理而在高層建築中得到廣泛應用,它的出現將高層建築推向了一個新的歷史時期。
  7. Comparing experimental results with the numerical analytic results using the criterion, it is found that the criterion employs the axial deformations of bracing members as fatigue damage parameters and can be applied to real - time estimation of low - cycle fatigue damage of bracing members under a loading history - dependent random stale

    研究結果表明:本文方法以鋼支撐軸向位移為損傷參量,能實時估算在隨機位移荷載下鋼支撐的低周疲勞累積損傷發展,並與試驗結果吻合較好。
  8. Due to the existence of friction, the paper utilizes a method of simulating the increments of the external load to trace the history of loading taking account of the irreversible character of the history of loading

    由於摩擦的存在,考慮到加載歷程的不可逆性,本文採用模擬外部荷載增量的方法來追蹤加載歷程。
  9. The abilities of resisting the incubation of fatigue crack in ast101a and alti101a were tested with the high - cycle fatigue method. a method combining the maximum likelihood estimation method with the correlation coefficient method was suggested to analyze the fatigue life experimental data some of which were incomplete. the s - n curve and p - s - n curves were presented, and the influence of the loading history and the defects in specimen on fatigue life was discussed

    通過高周疲勞測試方法研究了ast101a和alti101a抵抗疲勞裂紋萌生的性能,把最大似然法和相關系數法結合起來處理不完全疲勞壽命數據,給出了ast101a的s ? n曲線、 p ? s ? n曲線和疲勞極限,討論了加載歷史、缺陷等對疲勞壽命的影響。
  10. Abstract : the remaining life of speciment is dependent upon loading history, under two level cyclic loading

    文摘:兩級循環加載條件下,材料的剩餘壽命強烈地依賴于加載歷史。
  11. By studying the rule of damage evolution and remaining life under conditions of two level cyclic loading, it is considered that damage evolution and remaining life of specimen are dependent strongly on damage and hardening state caused by loading history, under multi - level cyclic loading

    通過對兩級循環加載下損傷演化規律和剩餘壽命的研究,認為在兩級(或多級)加載條件下,材料的損傷演化和剩餘壽命強烈地依賴于加載歷史造成的損傷和硬化狀態。
  12. Then the finite element method for evaluating dynamic loading history was carried out by using the measured structure responses under the same loading. an example is given to verify the effectiveness of the proposed technique

    6推導了求解振動荷載的公式,提出了由結構對振動荷載的反應求振動荷載時程的有限元方法。
  13. Considering effects of major factors on root section stresses, 2d and 3d dynamic finite element models are accurately established and then the history of both the stresses - loads at the test - points and the deflection - loads at the loading points are evaluated

    綜合分析影響齒根應力的重要因素的基礎上,創建了精確的二維和三維動態有限元模型,計算出齒根危險截面測點的應力歷程和受載點的變形歷程。
  14. The numerical simulations of loading processes of flier - plates show that the loading history of the flier - plate designed with wave impedance as design parameter is significantly different from that of the flier - plate designed with density as design parameter and the former is expected to have better quasi - isentropic characteristic, which indicates that it is very essential to use wave impedance as design parameter directly to design the wave impedance distribution of flier - plate

    而以波阻抗作為設計參數,所得飛片的擊靶波形隨時間的變化更加平緩,有望獲得更好的準等熵壓縮性能。因此,直接採用波阻抗作設計參數,實現梯度飛片波阻抗分佈的精確設計是非常必要的。
  15. ( 4 ) it was figured out that variational history of incremental dissipated hysteretic energy of high strength concrete tentative frame columns under different loading cycle levels ; through analyzing all sorts of damage models comparatively, damage model of high strength concrete frame column are put forward, which offers good basement for further damage analysis

    ( 4 )計算出高強混凝土試驗框架柱的累積滯回耗能隨加載循環水平的變化,通過對各損傷模型的比較分析,提出了高強混凝土框架柱的損傷模型,為進一步進行損傷分析打下了良好的基礎。
  16. In the beginning, study on the damage characteristic of concrete due to loading history based on bp network, has been carried out for the first time. according to the simulative results, the laws of damage are investigated using mier ' s viewpoint that the cracks within concrete can be divided into two types - initiative one and passive one

    在這部分,首次利用bp網路對混凝土載后損傷特性進行了模擬和預測,並且運用mier的主動和被動裂縫的觀點對混凝土載后的損傷演化規律及損傷機制進行了研究和分析。
  17. Project for counting methods of road loading history

    汽車路面載荷歷程計數法的一種新思路
  18. With a long history, germany bigelay company is a manufacturer specializing in production of plating chemicals. the headquarter in charge of asian business is located in hongkong, and a loading factory is set in jieyang, guangdong province, china

    德國比格萊是一家有著悠久歷史、專門從事電鍍化學藥品生產的供應商,公司負責亞洲區業務的總部設在香港,並在中國廣東省的揭陽市設有一間分裝生產廠。
  19. Because there are many factors affecting the properties of soft soil, the paper considers several following main factors : stress history, change of additional stress, lateral deformation and loading style and speed. the 3 - d settlement theory is established

    因此筆者認為本文在計算軟土沉降時,考慮軟土應力歷史、附加應力的變化、側向變形及加載方式與加載速率等幾個主要因素是有一定的可行性的。
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