loading effect 中文意思是什麼

loading effect 解釋
負載作用
  • 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。
  • effect : n 1 結果。2 效能,效果,效力,效應,作用,功效;影響。3 感觸,印象;外觀,現象。4 旨趣,意義。5 ...
  1. Fist of all, on the basis of the research of agone boffins, this author investigates the interaction mechanism of bolts and rock, and introduces the elastic ? lastic analytical resolution which is consist of the liner structure, the equivalent reinforced wall rock and the original wall rock in the simple loading from the equivalent well - proportioned view ; this solution is very important meaning for the engineering design. on the basis of coulomb friction model, the author introduces the finite element equation of the contact problem in order to provide the academic foundation for the application of msc. marc. finally, combining the engineering practice of the non - linear analysis of shield tunnel through yellow river of the south - north water transfer and using the model of friction, the author researched the evolution law of stress and displacement field in the structure of grouted rock bolts, and analyzed the effect to the stress and deformation of surrounding rock mass due to anchor supports

    首先,在前人研究成果的基礎上,對錨桿與圍巖的相互作用機理進行研究,利用全長錨固錨桿的中性點理論,從等效均化的角度來考慮錨桿對圍巖的加固作用,並推導了在簡單荷載作用下,含有襯砌、等效加固后的圍巖、原始圍巖三者的彈塑性解析解,對工程設計有著重要的參考意義;在數值模擬方面,以考慮錨固圍巖滿足規則化庫侖摩擦模型為基礎,利用虛功原理推導了接觸問題的有限元方程的計算格式,為開發運用大型商用有限元軟體msc . marc提供了理論根據,也形成了本文的理論基礎:最後,論文以南水北調東線穿黃隧洞穩定性分析項目為工程實例,利用本文所述的接觸問題的摩擦模型理論,對錨桿支護結構的應力場、位移場的變化規律進行了研究,分析了加錨支護對隧洞圍巖應力、變形的影響。
  2. In the study of the lumber carrier, one of the very important problem is the in spot and ultimate station due to flooding which will bring tremendous threat to the ship because of the few holds in order to study the lumber carrier buoyancy, stability and longitudinal strength under the condition of flooding, the paper adopt fundamental ship principle and iterative and accumulative concept on the basis of insumersibility theory to detailedly calculate the flooding speed flooding amount front draft after draft stability and longitudinal strength considering the ship " s sinking and inclination which will change the center of gravity and the loading station both in hold and on deck and the effect of flooding and lumber amount in holdo in the last, the paper introduces an example of the actual ship named " fei yun ling " and makes a contrast between not taking measure and taking measure which draws a reasonable conclusion and comes up to some advice the method avoids the cockamamie calculating while insures enough precision the paper draws a conclusion that not all the lumber carrier will submerge when suffering the damaged flooding if the loading or measure is suitable

    為了研究運木船舶在破艙狀態下的浮性、穩性和強度,本文在抗沉性理論的基礎上,運用船舶基本原理,採用了迭代和累計的思想,將船舶的進水過程劃分為很多次進水的積累,詳細計算了運木船在破艙進水的過程中,考慮到各種破艙參數、船舶本身的下沉、艙室內木材、甲板貨的裝載情況和在進水過程中船舶本身的傾斜對進水重心的影響,以及艙室內的進水量和木材對破口處進水速度的影響,船舶總的進水速度、進水量、首尾吃水、穩性的實時狀態和最終船舶的總縱強度,給出了計算實例,並進行了在採取用泵抽水前後浮態參數的對比,得出了該船舶在艙室內的貨物積載量達到某個數值時可以保證船舶在破艙進水時不會沉沒,或者在當開口小於某數值時,採取適當的措施后,可以使船舶避免沉沒。
  3. 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

    著重討論了預應力次扭矩對結構受力的影響、水平荷載作用下結構的彎扭分配規律以及如何進行邊主梁的合理設計等問題。
  4. In effect the whole of the loading system is a single generalized force symbolized by a single parameter.

    實際上,整個載荷系統是單個的廣義力,可用單個參數符號表示。
  5. According to the complication of cyclic loading the aeolotropism and bauschinger effect resulted form plastic deformation were reflected by the kinematic hardening model, the transient stress - strain relation was described by jhansale model in the iterative formulas

    在迭代格式中,針對復雜的交變載荷,採用運動強化模型,反映了塑性變形引起的各向異性和包辛格效應,運用jhansale模型描述材料的瞬態應力應變關系。
  6. The representative failure models of arch rib are searched and the rib section resistances are calculated by incremental method and disadvantage loading in the control sections. the structure reliability assessment index on bearing capacity of the arch - bridge is calculated by the function of bearing capacity reliability, structure resistance probability model, load action effect probability model and jc method

    對每種荷載布置型式,採用荷載增量法進行拱橋結構失效模式的尋找和截面抗力的計算,給出其承載力可靠度功能函數,推導功能函數中結構抗力和作用效應概率模型,並利用改進的一次二階矩法計算在用拱橋承載力可靠度指標評估值。
  7. Effect of loading conditions on the interior ballistics characteristics of 12. 7mm duplex ammunition

    雙頭彈裝填條件變化對彈道性能的影響分析
  8. The loading effect on gear vibration is explained by analysis of the simplified gear vibration model. and also the main characteristic frequency is given under the loading action, which is verified by many experiments

    通過對齒輪振動模型的分析和簡化,闡述了載荷對齒輪振動的影響,找出了齒輪在載荷作用下振動的主要特徵頻率,並經大量的實驗證實
  9. There were existed three effects for a compatibilizer : intercalation, miscibility and encapsulation, the effect of which was dependent on the compatibilizer loading, molecule weight / or melt index and molecule structure

    相容劑在該體系中具有增容、插層和包覆三種作用,其效果取決于相容劑添加量、分子量(粘度)及其分子結構。
  10. The linear elastic slope deflection equations of gable portal frames when occur the side - sway and non - sway buckling are derived. the equations considere the rafter slope and the vertical uniform loading subjected on the rafter. the established equations of non - sway buckling can consider the effect of snap change effect of gable frame

    推導了山形門式剛架有側移失穩和無側移失穩的線彈性位移方程,方程考慮了斜梁傾角和斜樑上豎向均布荷載的影響;建立了能考慮山形門式剛架跨變效應的無側移失穩位移方程。
  11. The precision of its calculating results has an direct effect on the design, construction and safe usage. in the typical calculation of the settlement of foundation, additional stress incurring by loading is calculated according to elastic theory which has the same characteristics in semi - indefinated space, the condesion of soil is decided by the condesion experiment of one - demension and the settlement is calculated by adding results of respective layer

    地基沉降計算一直是困擾巖土工程技術人員的一個難題,其準確與否將直接影響建築物的設計、施工和安全使用。在經典的地基沉降計算方法中,荷載作用下地基中附加應力場是根據半無限空間各向同性彈性體理論計算的,土體壓縮性是根據一維壓縮試驗確定的,並採用分層總和法來計算地基的沉降量。
  12. Do not use the cloud or glass loading the device cloud the density low, the flap high, can affect the sound effect. glass density ratio cloud the is high, however not thick and solid, the flap more seriously. can use to spend the or, and it is tallest to is, density particularly, loading device than ideal, but the thickness want 3cm above

    別用雲石或玻璃承載器材雲石密度低,諧振高,會影響音響效果。玻璃密度比雲石高,卻不厚實,諧振更嚴重。可用花崗石或麻石,尤其是麻石,密度最高,承載器材較理想,但厚度要3厘米以上。
  13. The results show that the influences of duration and amplitude of stress wave on spallation process of rock under stress wave loading are important ; and stress wave with different waveforms is characteristic of different stress values and different stress loading ratios during the same period of time, which brings about the comprehensive effect when difform stress wave is loaded to medium

    通過對不同應力波延續時間、不同應力波峰值和不同應力波波形下應力波誘發層裂過程的數值分析,對應力波反射誘發層裂的規律和機制進行探討。
  14. The stress induced electrical current changes with stress changing. the sensitivity of cfrc and plain concrete depends on their component, loading condition and the method of measurement. the study on mechano - electric effect of hardened cement paste provides a new method to make smart concrete structures. according to nonequilibrium thermodynamics, a mathematical model on the relatrionship between strain gradient and electric potential gradient is presented

    研究表明,碳纖維混凝土(粗骨料)的電阻隨所受荷載的變化而變化,不同組成混凝土的力電機敏特性不同,力電機敏特性可望用於混凝土結構的應力診斷,從而為智能混凝土結構的實現開辟了新的途徑。
  15. Abstract : with the basic concept of damage mechanics and based on the fatigue damage equation of concrete materials, the multistage fatigue damage process of concrete materials is deeply and theoretically analyzed. accordingly the pathway of multistage fatigue damage with the characteristics of independence and continuance is provided, and the non - linearity multistage fatigue damage equation of concrete materials is inferred. the equation clearly reflects that the loading sequence has an effect on the fatigue accumulating life expectancy ; with the use of this equation the effect of overloading on the material life expectancy is analyzed

    文摘:利用損傷力學的基本概念,在砼材料疲勞損傷方程的基礎上,對砼材料的多級疲勞損傷過程進行了深入的理論分析,給出了具有獨立性和連續性的多級疲勞損傷路徑,推導出了砼材料的非線性多級疲勞損傷方程,方程明確的反映了加載次序對疲勞累積壽命的影響;利用此方程,筆者分析了超載對材料使用壽命的影響
  16. Finally, its frequency shift is displayed by led, which is caused by mass loading effect

    最後,顯示其溫度補償後由于質量沉積效應所引起的振蕩頻率漂移量。
  17. A square sensing area was formed upon each of the saw propagation paths using photoresist. when some kind of material deposits on this area, the saw propagation velocity will decrease due to the mass - loading effect, causing a shift in the device ' s oscillation frequency, which gives indication of the mass deposited. the dual - path architecture, one for sensing and one for reference, was used to compensate for the disturbance of temperature

    利用光刻工藝在每個聲傳播路徑上構造了一個方形質量沉積區,當有物質沉積到該區時,由於質量沉積效應,聲表面波的波速發生變化,使以延遲線作為反饋迴路的振蕩器的振蕩頻率發生變化,並通過這一變化反映出沉積物的質量。
  18. The paper investigates deeply the loading effect and a variety of dynamic testing technique, suggests the reasonable design - size of the flattened brazilian disc ( fbd ) based on the successful experience in static loading. connecting with strain - gage method, a quick loading test is applied on the fbd on the material testing machine. the experiment obtains the elastic modulus and tensile strength of marble, the results show marble ' s properties be effected by loading, contracting which in static loading

    在靜態實驗成功的基礎上,提出了平臺巴西圓盤試樣( flattenedbraziliandisc ? fbd )較為合理的設計尺寸,並結合應變片技術,利用材料伺服實驗機對大理巖平臺巴西圓盤試樣進行了快速加載實驗,測得了大理巖在快速加載( 10 ~ 2mpa s )下的抗拉強度和彈性模量,並與靜態結果做了比較。
  19. Compared with conventional bracing technology, not only soil nailing will actively support soil masses, but also the effect of soil nailing and soil mass will be mobilized leading to utilize in - site strength of soils to a maximam degree. the disturbed soil masses that originally induce loading effect on bracing structure are transformed into a part of bracing structure. accordingly, the composite soil nailing bracing technique begins to applied to reinforcement of soft soils or foundations

    復合土釘支護技術中,土釘主動支護土體,並與土體共同作用,盡可能保持、利用、提高基坑邊壁土體的原有強度,將傳統支護方式中對支護結構形成荷載效應的擾動土體轉化為支護結構的一部分,從而可以有效地應用於軟土地區等特殊地質條件下的基坑支護。
  20. Compared with conventional bracing technology, not only soil nailing will actively support soil masses, but also interaction effect of soil nailing and soil masses will be mobilized leading to utilize in - site strength of soils to a maximum degree. the disturbed soil masses that originally induce loading effect on bracing structures are transformed into a part of bracing structures. accordingly, the composite soil nailing bracing technique begins to be applied to reinforcement of soft soils or foundations

    復合土釘支護技術中,土釘主動支護土體,並與土體共同作用,盡可能保持、利用、提高基坑邊壁土體的原有強度,將傳統支護方式中對支護結構形成荷載效應的擾動土體轉化為支護結構的一部分,從而可以有效地應用於軟土地區等特殊地質條件下的基坑支護,而且具有工藝簡單、造價低、工期短等優點。
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