塑性分析 的英文怎麼說

中文拼音 [xìngfēn]
塑性分析 英文
plastic analysis
  • : 動詞(塑造) model; mould
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 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
  • : Ⅰ動詞1. (分開; 散開) divide; separate 2. (分析) analyse; dissect; resolve Ⅱ名詞(姓氏) a surname
  1. Pushover analysis of masonry structure with frame - shear wall at the bottom

    抗震墻砌體結構靜力彈塑性分析
  2. Elasto - plastic analysis for 2d structures with truss - like materials

    二維類桁架材料結構彈塑性分析
  3. Application of meshless natural element method to elastoplastic analysis

    無網格自然單元法在彈塑性分析中的應用
  4. Elastoplastic analysis and practical calculation of steel beam columns under fire condition

    火災下鋼構件的彈塑性分析和實用計算
  5. Spatial elastoplastic analysis of reinforcing outlets in flood release dam section of tgp

    三峽泄洪壩段孔口配筋方案空間彈塑性分析
  6. Volumetric locking analysis and element choice in 3d elastoplastic analysis of soil

    土體三維彈塑性分析中的體積閉鎖及單元選擇
  7. The ansys large finite element soft ware elastoplastic analysis is also used in the above all soil conditions with drucker - prager model

    同時文中還用ansys有限元軟體對這兩類地基情況進行了彈塑性分析中地基土採用drucker prager本構模型。
  8. With the focus on the structure and components character of plate metal / ceramics graded coating, this paper extends and improves the thermal elastoplastic analysis model of trilayered materials derived by suresh et al and builds the theoretical model of thermal elastoplastic stresses analysis of plate metal / ceramics graded coating, and this paper also analyzes the thermal elastoplastic stresses and deformation of metal / ceramics graded coating

    本文針對平板狀金屬陶瓷梯度塗層的結構和組成特徵,推廣和完善了suresh等人的三疊層材料的熱彈塑性分析模型,建立了平板狀金屬陶瓷梯度塗層熱彈應力的理論模型,對金屬陶瓷梯度塗層的熱彈應力和熱彈變形進行了
  9. This paper also researches on thermal elastoplastic analysis model of multilayered graded coating structures on the basis of thermal elastoplastic analysis model of trilayered materials with the focus on the structural character of graded coating. it builds the thermal elastoplastic analysis theory for the graded coating structure that has a single plastic layer or two plastic layers. it gives the analytical formulas of thermal stresses and the thermal elastic - plastic transform temperatures of graded coating that has a single plastic layer or two layers under the thermal loading

    針對梯度塗層的結構特徵,在建立的三層疊層材料熱彈塑性分析模型的基礎上,對多層梯度塗層結構的熱彈塑性分析模型進行了研究,別建立了含單個層和兩個層的梯度塗層結構的熱彈塑性分析理論,給出了在熱載荷作用下含單個層和兩個層的梯度塗層的熱彈-臨界溫度和熱應力公式,利用有限元對理論模型進行了驗證。
  10. It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story. based on the available references, the five - spring line element, the three - spring line element and the multiple vertical - line - element model are introduced to model special column, beam and shear - wall, the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure. acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas

    為進一步研究這種復雜高層建築結構的彈能,本文在國內外現有研究的基礎上,提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型別模擬空間柱、梁和剪力墻,推導了相應的剛度矩陣並給出了恢復力模型;結合試驗研究和精細有限元的結論,提出線和非線單元相結合,剛樓板假定和彈樓板相結合的建模方法,較好地解決了空間結構彈塑性分析中佔用計算機資源較多的問題;接力大型有限元程序? ? ansys ,在上述建模思路的指導下建立了結構的空間非線模型,進行了空間三維彈時程
  11. Elastic - plastic analysis of non - steady state pure rolling contact

    非穩態純滾動接觸彈塑性分析
  12. Prestressed concrete slab - column structure has been widely used in long - span and multistory building. there are four commonly used analysis methods for slab - column structure, which are direct design method, equivalent frame method, plasticity method and finite element method

    預應力混凝土板柱結構在大開間的多層及高層建築中得到了廣泛的應用,其設計方法有直接設計法、等代框架法、塑性分析法和有限元法等多種方法。
  13. This article deduced the calculation method of column hinge sway in framework structure by analyzing plastic sway of the column hinge sway mechanism ? the most dangerous collapse model in the framework structure with the virtual principle of plastic analysis, and calculated two framework structures and the results is almost the same as those calculated by method of plastic analysis

    通過對框架結構最危險的倒塌模型? ?柱鉸形側移機構,對薄弱層的變形通過塑性分析的虛功原理推求框架結構柱鉸形側移的計算方法,應用此計算方法對大連市兩棟框架結構進行計算,其結果與彈時程法結果基本相符。
  14. The near crack line analysis method is used to investigate an eccentric crack loaded by shear forces in a finite plate, and the analytical solution are obtained

    摘要利用裂紋線場方法對巖石材料偏心裂紋板受剪應力作用時進行了彈塑性分析,並且獲得了理論解。
  15. In this paper, nonlinear static analysis methods, structural dynamic time history analyses based on structural state equation in hamilton system, multi - mode control theories of multiple tuned mass dampers, and semi active control laws of " on - off " are investigated

    本文和研究了結構靜力彈塑性分析方法、基於hamilton體系下結構狀態方程求解結構動力學問題的數值逐步積方法、多重調諧質量阻尼器( mtmd )的多模態控制理論以及建築結構的半主動控制律。
  16. Under the supporting of the natural science foundation of china, " a study on the earthquake vulnerability and failure dependence of the building structures based on the push - over analysis ( 50178064 ) ", in this paper, it was studied the elastic - plasticity random response and the failure dependence of the rc structures, and some conclusions were obtained : 1

    在國家自然科學基金項目「基於靜力彈塑性分析的建築結構地震易損及失效相關研究」 (項目編號: 50178064 )的支持下,本課題利用pushover方法對鋼筋混凝土框架結構進行了彈隨機反應統計,研究了框架結構在小震和大震作用下的失效相關問題,並得出了以下幾點結論: 1
  17. Plasticity analysis and numerical modelling of tunnel collapse in cohesive soil

    黏土中隧道垮落的塑性分析和數值模擬
  18. It ' s been proved by practical engineering abroad to have good accuracy and simplicity. it can save both financial cost and computational time

    它將結構靜力彈塑性分析與地震反應譜結合起來,是一種簡單而有效的結構抗震能力評價工具,目前已經在我國逐漸得到推廣應用。
  19. Elastic - plastic solution of expansion of sphere cavity in unsaturated soils

    非飽和土中球形孔擴張的彈塑性分析
  20. The earthquake fortification level and the seismic performance level of structure are introduced in the thesis ; in the push - over method and quasi - static test analysis, basic concepts, development histories, the present state and their future of development ; several computing methods of structure damage and judging the grade of structure damage are simply introduced

    介紹了包括地震設防水準、結構抗震能水準等基本概念;介紹了靜力彈塑性分析方法( push - over方法)和擬靜力循環往復加載方法的概念、發展歷史、現狀與研究前景;並簡要闡述了計算結構損傷和判斷結構損傷等級的一些方法。
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