composite code 中文意思是什麼

composite code 解釋
組合碼
  • composite : adj 1 併合的,復合的,混成的,合成的,集成的。2 【建築】混合式的;【造船】鐵骨木殼的。3 【植物;...
  • code : n 1 法典;法規。2 規則,準則;(社會、階級等的)慣例,習俗,制度。3 (電)碼,代碼,密碼,暗碼;...
  1. Chart s vertical storage bulk tanks can be used in liquid nitrogen, oxygen or argon service and are available in sizes from 525 to 15, 000 gallons 1, 987 to 56, 781 liters. designed in accordance with asme code, the vs series features a composite insulation system for high thermal performance, extended hold times, low life - cycle costs and light weight to reduce operational and installation costs

    查特vs - gb立式貯罐系列採用查特獨有的真空絕熱技術,提高您的競爭優勢:卓越的絕熱性能,超長的保持時間,最低的生命周期成本,以及較輕的罐體重量減少您運輸和安裝成本。
  2. On the basis of platform of jifex2. 0, a computing code with the function of load capability analysis of composite laminates plate is developed

    在jifex2 . 0版平臺基礎上,通過二次開發,增加了相應的承載能力有限元分析功能模塊。
  3. Steel, concrete and composite bridges - code of practice for design of concrete bridges

    鋼混凝土及混合結構橋.第4部分:混凝土橋設計慣例
  4. Code for design of steel - concrete composite structure

    鋼-混凝土組合結構設計規程
  5. Technical code of composite steel - form

    組合鋼模板技術規范
  6. Cylindrical gears - code of inspection practice - inspection related to radial composite deviations, runout, tooth thickness and backlash

    圓柱齒輪.檢驗實施標準.與徑向組合偏差,徑向跳動,齒厚和齒隙相關的檢驗
  7. According to the new concrete code, the calculation formula are put forward concerning the load - carrying capacity during construction, the load - carrying capacity of cross - section bending, longitudinal shearing, the inclined - section shearing and part shearing during the application of the continuous composite floor slab, which provide the design proofs for the continuous composite floor slab

    摘要根據新混凝土規范,給出了連續跨壓型鋼板與混凝土組合板施工階段的承載力計算公式及使用階段的正截面抗彎承載力、縱向水平抗剪承載力、斜截面抗剪承載力和局部抗沖切承載力計算公式,為連續組合樓板的設計提供了依據。
  8. 2. a relevant formula of eight - node adhesive finite element is deduced in the paper, which is based on a separately interpolation scheme for reissner - mindlin plate element. a load capability analysis method for patched composite laminated structure is established by using tsai - hill failure criterion and thai ' s reduced stiffness scheme, and corresponding computer code is also developed

    在任意四邊形四節點復合材料層合板殼單元的基礎上,推導了相應的八節點膠單元,並採用蔡-希爾強度理論以及蔡氏剛度退化準則,對復合材料層合板膠接補強結構進行剛度分析和極限承載能力分析,編制了相應的有限元分析程序。
  9. On account of most of the existing research was limited in single pile and single pile with a cap. this paper has done six single pile, one single pile, one three piles composite foundation and two - origin foundation static load experiments and obtained the principal value. the author found the formula in the code is vaguely in deals with the origin foundation bearing capacity and its reduction coefficient. two pieces of advice were put forward to improve the formula and achieved satisfied results in fact engineer construction

    水泥土樁復合地基研究的困難,在於其非均一性的特點,鑒於前人的研究工作多局限在單樁及單樁復合地基,本文進行了六組單樁,單樁與多樁復合地基、天然地基各兩組的靜載荷對比試驗,得到了三者承載力的基本值,指出了有關規范復合地基承載力公式中的天然地基,取值不明確,不利於實際應用。
  10. Packaging code - paper and board wrappers, bags and containers - composite containers

    包裝規程.第7節:紙和紙板包裝物袋和包裝箱.第7 . 7小節:組合包裝箱
  11. The main contents of the paper are : ( 1 ) review the state and art for fiber - wound vessel with metal inner lining ; ( 2 ) provide a method to present the technical features including wound process, equal stress dome and fiber gathering at the dome etc. ( 3 ) establish a finite element analysis model considering nonlinear physical and geometrical effects and develop a equivalent constitutive relation for winding graphite fiber reinforced plastic layers ; ( 4 ) set up a failure criterion for the inner metal lining and winding graphite fiber reinforced plastic layers ; ( 5 ) develop a corresponding engineering analysis code based on the commercial software ansys ; ( 6 ) investigate the plastic deformation and residual stress in the inner lining due to winding tension and pre - tension, and stress distribution of the composite vessel under service loading case

    本文旨在為具有金屬內襯的纖維纏繞復合容器的參數設計提供分析模型、方法及工程軟體。論文主要內容是: ( 1 )對復合容器分析國內外研究的概述; ( 2 )復合容器的幾何表徵方法及工藝中若干力學問題; ( 3 )復合容器結構分析的物理和幾何非線性有限元列式及其纖維層的等效本構關系; ( 4 )復合容器的破壞類別; ( 5 ) ansys程序的二次開發; ( 6 )典型復合容器的數值討論。本論文工作將對工程界復合容器設計和分析工作者具有參考價值。
  12. Design code comparison of steel - concrete composite beam of china and europe

    混凝土組合梁的設計規范比較
  13. 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設計中需考慮的問題,新的《鋼結構設計規范》 ( 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計算公式是基於無限彈性的完善板假定;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,考慮了屈曲進入彈塑性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塑性的計算公式相協調。
  14. Steel, concrete and composite bridges - code of practice for fatigue

    鋼混凝土及混合結構橋.第10部分:評價疲勞強度慣例
  15. Steel, concrete and composite bridges - code of practice for design of steel bridges

    鋼混凝土及混合結構橋.鋼橋設計的實施規程
  16. It shows that the calculation results derived from the rigid - pile stress divergence approach is more precise than that of national code approach ; and the national code approach is defective in calculating the composite modulus by attempted to use the theory and calculation method of rigid - pile composite foundation

    結果表明,採用剛性樁復合地基的應力擴散法比復合地基「規范法」預測變形精度更高;規范法計算復合模量的方法存在不足。
  17. Cylindrical gears code of inspection practice part 2 : inspection related to radial composite deviations, runout, tooth thickness and backlash

    圓柱齒輪檢驗實施規范第2部分:徑向綜合偏差徑向跳動齒厚和側隙的檢驗
  18. This code forms a dangling composite

    這段代碼造成了懸掛復合。
  19. Further more, the computer code pdss is used to analyze the consolidation process of composite ground with cement - mixed columns under one teaching building and under one laboratory building, respectively, and the principle of the developments of excess pore water pressure in these composite ground and of the settlement is revealed. finally, the fem results are compared with the ones obtained from traditional method and field observation, and the feasibility of using pdss to calculate the settlement of composite ground with cement - mixed colu mns after construction of building is discussed

    進而運用pdss程序對一教學樓和一實驗綜合樓的水泥攪拌樁復合地基的固結過程進行了較完整的數值計算,分析了該類復合地基中超靜孔壓和基底沉降的發展規律,並通過與規范法計算值和現場實測數據的比較,討論了採用pdss程序計算建築物下水泥攪拌樁復合地基沉降和工后沉降的可行性。
  20. Structural use of steelwork in building - code of practice for design of composite slabs with profiled steel sheeting

    建築用鋼制結構.第4部分:用型鋼板製作復合厚板材的設計慣例
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