結構設計規范 的英文怎麼說

中文拼音 [jiēgòushèjìguīfàn]
結構設計規范 英文
code for structural design
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 設 : 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...
  • 計 : 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...
  • 規 : Ⅰ名詞1 （畫圓形的工具） instrument for drawing circles 2 （規則; 成例） rule; regulation 3 [機械...
  • 范 : 名詞1 [書面語] （模子） pattern; mould; matrix 2 （模範; 榜樣） model; example 3 （范圍） boundar...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. The two specimens, which are designed as : main beam - pre - stress beam ? floor ? frame columniation assemble the space specimens. in order to checkout whether the code can be applied for the special structure systems, the structure of the specimens refer to the current gb50010 - 2002 concrete structure design code and gb50011 - 2001 seismic resistant code

    本文試件的各組成構件為：非預應力邊梁預應力梁板框架柱組合空間試件，各組成構件的構造參照了現行《 gb50010 - 2002混凝土結構設計規范》及《 gb50011 - 2001抗震規范》的有關規定，以檢驗規范及設計條例能否適用於該特殊結構形式。
  2. Code for design of counterflow - type mechanical draught cooling tower structure for petrochemical enterprises

    石油化工逆流式機械通風冷卻塔結構設計規范
  3. But the research is not a patch on the needs of structure form and diversification function. as far as those towers that have vagary sculpt, the criterion of high - rising structure design can not offer veracious reference basis

    但是對于塔架的研究遠遠比不上其結構形式及功能多樣化的需求，使得根據以往研究得到的高聳結構設計規范對于許多造型獨特的塔架結構不能提供準確的參考依據。
  4. Code for design on concrete and block masonry structure of railway bridge and culvert

    鐵路橋涵混凝土和砌體結構設計規范
  5. High strength bolted connections and dog - bone connection are those of connections that were researched in some countries. there are not correlative clauses about these in steel structures design specification ( gbj17 - 88 )

    高強螺栓連接和狗骨式連接是目前國內外研究得較多的連接類型，我國的鋼結構設計規范中還沒有具體涉及到此方面的內容。
  6. The polymer - geogrid reinforced earth seismic characteristic from the analyse of the fea and the model experiment is a good base of deeply researching polymer - geogrid reinforced earth walls under earthquake and is referable to the preparation for design specification of geogrid reinforced earth walls subjected to seismic loadings

    本文通過有限元方法和模型試驗分析得出的土工格柵加筋土動力行為特性，為將來進一步研究塑料土工格柵加筋土擋墻的動力行為特性打下基礎，並將對制定土工格柵加筋土擋墻結構設計規范地震荷載部分有一定的參考價值。
  7. With the diversification of people ' s esthetic sentiment to upholstery, the staggered reinforced concrete frames are used more and more widely. specifications for staggered joint are n ' t contained in code for design of concrete structures gb50010 - 2002, so, the research on shear transfer mechanisms ; seismic behavior and shear resistance of staggered joints is urgent

    隨著人們建築室內審美情趣的日益多樣化，錯層框架結構在國內應用越來越廣泛，目前的《混凝土結構設計規范gb50010 - 2002 》中還沒有針對錯層節點的專門規定，因此，對鋼筋混凝土錯層節點的傳力機理、抗震性能和抗剪承載力的研究就顯得尤為迫切。
  8. Code for structural design of water supply and sewerage engineering

    給水排水工程結構設計規范
  9. Specifications for the design of water supply and drainage structures

    給水排水工程結構設計規范
  10. Structural design code for pipelines of water supply and waste water engineering

    給水排水工程管道結構設計規范
  11. Code for design of structure of cross - flow mechanical ventilation cooling tower

    石油化工企業橫流式機械通風冷卻塔結構設計規范
  12. Code for design of steel structures in port engineering

    港口工程鋼結構設計規范
  13. Code for structure design of steel tower and mast

    鋼塔桅結構設計規范
  14. Code for design on steel structure of railway bridge

    鐵路橋梁鋼結構設計規范
  15. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀，針對建築抗震設計規范（ gb50011 - 2001 ）和砌體結構設計規范（ gb50003 - 2001 ）中墻體抗震驗算公式中的不足之處，通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下的對比試驗，研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，翼緣墻的存在，主墻抗剪能力可以提高31 ，剛度及變形能力也均有較大提高的結論，墻體驗算公式中應當考慮縱橫墻共同作用的影響。
  16. We specialize in metal connecting piece and dental plate for timberwork. our manufacture is qualified for the gb50005 ? 2003 timberwork design specifications

    專業加工木結構產品的金屬連接件，齒板。生產的產品均符合gb50005 ? 2003木結構設計規范的標準。
  17. The correlative item of 《 code for design of concrete structures 》 ( gb50010 - 2002 ) points out that when the slenderness ratio of the member is greater than 30 the method of - l _ 0may lead great error, should adopt model column method

    現行《混凝土結構設計規范》 （ gb50010 - 2002 ）條文說明指出當柱長細比大於30時偏心距增大系數方法（ - l _ 0法）會有較大的誤差，宜採用模型柱法分析。
  18. The natural vibration spectrum curve is measured and the critical velocity to induce trashrack bar galloping is calculated. the effect of bar spacing on the bar strain and the characteristics of the exciting force are discussed. by fatigue analysis it is obtained that the service life of weld at the fixed end of the bar is about 13

    分析了發電工況和抽水工況時的振源特性，討論了柵條凈距對柵條應變的影響，按鋼結構設計規范對柵條進行了疲勞計算， 1 ~ #測點處可視為不會發生疲勞破壞， 2 ~ #測點焊接處的疲勞壽命約為13 . 6年。
  19. The calculation results using the formula in code for design of concrete structures ( gb50010 - 2002 ) can fulfill requires of design

    按照現行規范《混凝土結構設計規范》 （ gb50010 - 2002 ）驗算，承載力均可滿足要求。
  20. Make using of the critical point of the arch failure transiting to the tooth failure ( which is also the point when the non - stirrup beam ' s shear bearing capacity arrives to its minimum ) which is advanced in the arch - tooth theory of beams without shear reinforcement by g. kani and the critical point of the diagonal - tension failure transiting to the shear - compression failure which is advanced in the anti - theory, the minimum shear resistance of general bea ms which is destroyed in the range of shear - compression failure is advanced

    利用g . kani提出的拱?齒理論中的無腹筋梁的拱齒破壞的分界點（也就是無腹筋粱的最小抗剪承載力點） ，再結合前述理論中所提出的梁剪壓破壞和斜拉破壞的分界點，提出了梁在延性的剪壓破壞范圍內的最小抗剪承載力，並與混凝土結構設計規范gb50010 - 2002比較，結果吻合較好。
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