塑性設計 的英文怎麼說

中文拼音 [xìngshè]
塑性設計 英文
plastic design
  • : 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 ...
  • : Ⅰ動詞1 (設立; 布置) set up; establish; found 2 (籌劃) work out : 設計陷害 plot a frame up; fr...
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. Optimal plastic design of statically indeterminate beams

    超靜定梁的最優塑性設計
  2. The mechanical analysis of climbing form of concrete silowall structure

    靜力彈塑性設計方法
  3. Elasto - plastic analysis on coal mine machinery

    煤礦機械零部件彈塑性設計分析
  4. Stretch velvet and embroidery waist cincher with boning, hook & eye front, lace - up back and removable and adjustable garters

    身束腹:活動式吊襪帶可取下來,彈天鵝絨繡花布料,前排扣方便穿脫,更顯纖腰。
  5. On the basis, three elastic calculation coefficients of the two - way composite slab on three common boundary conditions are deduced and calculated by applying the classic elastic plane theory. in the thesis, the elastic design methods of pk prestressed composite two - way slab is explored and studied by the example. furthermore, it is also studied how to apply the yield - line design method to design the prestressed two - way composite floor slabs

    本文以此為依據,應用經典彎曲薄板理論,採用李維法推導和算了這種雙向樓板三種常見邊界下的撓度和內彎矩彈算系數,並在此基礎上通過算例探討了pk預應力雙向疊合樓板的彈方法,同時還對其鉸線方法進行了研究。
  6. Recommendations for the presentation of plastics design data - electrical properties - loss tangent

    數據表示方法推薦標準.第2部分:電氣特.第2節:損耗角正切
  7. Recommendations for the presentation of plastics design data - environmental and chemical effects - resistance to colour change produced by exposure to light

    數據表示方法推薦標準.第4部分:環境和化學效應.第3節:耐光照變色
  8. Recommendations for the presentation of plastics design data - mechanical properties - static fatigue failure

    數據表示方法推薦標準.第1部分:機械特.第3 . 1節:靜態疲勞損壞
  9. Finally, based on the elasto - plasticity theory, plastic design and analysis for metal hub of flywheel was performed

    最後,利用彈理論,對飛輪轉子的金屬輪轂進行彈塑性設計與分析。
  10. By plastic design, the speed limit of the flywheel was 42038 rpm, with the energy storage value of 3. 6 kwh, and the energy storage of 129 wh / kg ( which is 49 % more than elastic design )

    經過彈理論的飛輪轉子,極限轉速42038rpm ,儲能總量達到了3 . 6kwh ,儲能密度為129wh kg ,比彈提高49 。
  11. Recommendations for the presentation of plastics design data - thermal properties - heat content

    數據表示方法推薦標準.第3部分:熱特.第2節:熱焓
  12. Recommendations for the presentation of plastics design data - mechanical properties - creep lateral contraction ratio poisson ' s ratio

    數據表示方法推薦標準.第1部分:機械特.第1節:蠕變.第3小節:蠕變橫向收縮比
  13. Recommendations for the presentation of plastics design data - environmental and chemical effects - resistance to natural weathering

    數據表示方法推薦標準.第4部分:環境和化學效應.第2節:耐自然老化
  14. Local buckling capacity of steel composite beam subjected to combined bending, shear and patch loading is one of key problem in steel structures design. the computational formula for local stability of web was based on the assumption of infinite - elastic perfect plates in the steel structures design code ( gbj17 - 88 ). but in the revised code ( gb50017 - 2003 ), this formula was made big change with reference to british code ( bs5950, partl ) and australian code ( as4100 ), the related research result of our country was included as well. in the modified formula, influence of early geometric imperfection and elastic - plastic buckling stage were considered, which is compatible with both actual circumstance of engineering and the strength formula of beams under bending stresses ( considering partial plasticity of the section ). in this paper, the preceding problem is deeply analyzed and studied, considering the effects of various geometric parameters and stress combinations on buckling critical stress of web, the revised local buckling correlative formula for transverse and longituded stiffened web panels under combined stresses is analyzed and verified by finite element method

    組合鋼梁腹板在彎、剪及局壓復合應力作用下的局部屈曲承載能力是鋼結構中需考慮的問題,新的《鋼結構規范》 ( gb50017 ? 2003 )對此部分內容作了較大改動,原規范中關于腹板局部穩定的算公式是基於無限彈的完善板假定;新的規范則參考了英國規范( bs5950 part1 )及澳大利亞規范( as4100 )並結合我國相關研究成果,考慮了屈曲進入彈階段以及初始幾何缺陷的影響。這不僅與工程實際情況相符,而且也與鋼梁在彎曲應力作用下允許截面部分進入算公式相協調。
  15. A seismic shear capacity equation for ductility and non - ductility columns is proposed to amount for the reduced shear contribution of concrete as to the increasing of displacement ductility levels. 6. the behavior of columns * transverse displacement within yield hinge regions is also discussed based on truss - arch model. 7. the seismic shear capacity design equation of columns with various ductility levels is proposed in statistic method on the basis of test data collected from japan and china to simplify the equation resulted from truss - arch model

    對國內外試驗資料進行了統分析,詳細分析了剪跨比、軸壓比及配箍特徵值對框架柱構件抗剪承載力的影響,得到了反復荷載下框架柱鉸區域極限承載力算的統公式;在理論推導公式及統公式的基礎上,參考國內外規范,首次管品武;鋼筋混凝土框架柱鉸區抗剪承載力試驗研究及機理分析提出了鋼筋混凝土框架柱鉸區域剪切承載力抗震延實用公式。
  16. Recommendations for the presentation of plastics design data - other properties - acoustical properties mechanical damping capacity

    數據表示方法推薦標準.第5部分:其它特.第4節:聲學特
  17. Thirdly, it explores from the point of high - rise residence form and residential environment entirety design the ways of art creation of plane space form and bodily form of high - rise residences which include how to make plane figures creatively and how to process bodily form step by step. and it takes a lot of examples to analyze and certify

    第三部分從高層居住建築形態與住居環境整體的角度出發研究高層居住建築的空間構成與形體造的方法,包括高層居住建築的平面圖形以及形體的分段處理,同時引用大量實際的例子進行分析和佐證。
  18. Plastic design of steel structure

    鋼結構塑性設計56
  19. Recommendations for the presentation of plastics design data - mechanical properties - creep in uniaxial tension or compression with particular reference to solid plastics

    數據表示方法推薦標準.第1部分:機械能.第1節:蠕變.第1小節:單軸拉伸或壓縮蠕變
  20. Recommendations for the presentation of plastics design data - other properties - density

    數據表示方法推薦標準.第5部分:其它特.第1節:密度
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