格構式 的英文怎麼說

中文拼音 [gòushì]
格構式 英文
lattice type
  • : 格象聲詞rattle; gurgle
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  1. Moderate the economy, environment well, practical, the technique correlation of etc., exertive creative power, thorough consider the combination of the building space delicately, building the style form, inside function, view constitute, make it become the kingsoft region to live the model that the area business synthesizes the item

    充分協調經濟、環境、實用、技術等方面的相互關系,發揮創造力,深入細致地考慮建築空間的組合、建築風、內在功能、景觀成,使之成為金山地區住區商務綜合項目的楷模。
  2. Simplified evaluation of along - wind dynamic responses of lattice towers

    格構式塔架順風向風振響應簡化計算
  3. Based on the analytical model of the generalized force spectra of the first mode of typical lattice towers in along - wind direction, simplified empirical formulae to evaluate along - wind dynamic responses of lattice towers under wind load are proposed in this paper

    摘要基於格構式塔架順風向一階廣義荷載譜解析模型,提出了格構式塔架順風向風振響應簡化計算公,這些簡化公將求格構式塔架順風向風振響應的復雜積分變為簡便的代數運算。
  4. Technical specification for dwelling houses with epsc form latticed concrete wall

    水泥聚苯模殼格構式混凝土墻體住宅技術規程
  5. Based on the research to the stability variable cross - section beam, the bending defection differential equation of the variable cross - section beam in critical state of bucking is established. according to the edge condition of the structure, the differential equation is solved and bucking equation of variable cross - section beam is created. we can get the algorithm which can be used to calculate the equivalent inertia moment of the variable cross - section lattice structure when it is regarded as constant cross - section of solid web beam

    對變截面格構式件的穩定性計算進行了初步的研究,通過建立變截面件臨界狀態下彎曲變形的微分方程,根據變形邊界條件,得到了兩端鉸支的變截面梁失穩特徵方程,提出了幾種特殊形的變截面格構式件等效為等截面實腹件時等效慣性矩的計算方法。
  6. With the analysis of the problems remaining as orientation, the author studies the marketing strategy of xipu company. based on market analysis, the author proposes in the thesis a new products - oriented strategy. the thesis focuses the construction and adjustment of marketing, the setup of branch marketing network, the expansion of sales promotion targeted at client management, and demand - oriented price mode

    筆者以問題為導向研究了西普公司的營銷策略,在市場分析的基礎上為西普公司提出了以開發新產品為主線的產品策略,建和調整營銷渠道、以分銷網路建設、渠道的拓寬作為重要內容,以及遵循需求導向的價,重在客戶管理的促銷方法。
  7. In - plane elastoplastic stability of tapered bending members

    格構式壓彎桿平面內穩定計算
  8. Taking shizishan landslide control in lueyang country as an example, the whole design process of lattice frame anchor structure are studied

    摘要結合略陽縣城獅子山滑坡的治理,討論了格構式錨桿框架結治理鬆散堆積體滑坡設計的全過程。
  9. Secondly, by making use of the features of lattice frame anchor structure which can protect slope and retain stability of landslide together with its small space between beams and light anchor, the calculation model and formulas of slope force are dealt with and the design process of lattice beam and pillar as well as anchor and plate are introduced carefully

    利用格構式錨桿框架結所採用的小間距、小噸位錨桿及連續樑柱,從而使樑柱受力較均勻,適合鬆散堆積體滑坡治理的需要,即同時滿足深層抗滑和淺層護坡。
  10. Vierendeel latticed shell, utilized the engineering principle of latticed bar in single - layer latticed shell, is a new type of space structures. it is not only simple and attractive, but also has the stability and bearing capacity of double - layer latticed shell, therefore it is an excellent type of new structure

    空腹網殼是將格構式壓桿的工作原理應用到單層網殼而形成的新型空間結,該結具有單層網殼簡潔美觀的優點,又有雙層網殼的穩定性和承載力,是一種優良的結
  11. Application of lattice - type reinforcement system in landslide engineering

    格構式加固體系在滑坡工程中的應用
  12. Built up steel column

    格構式鋼柱
  13. The methods of modificatory lattice cross - section and equivalent circular cfst cross - section for calculating the maximum load of dumbbell cfst columns with eccentric loading were presented in this paper. the ultimate strength of 14 specimens were calculated by the two methods were close to experimental results. finally, the two methods were used to calculate the ultimate strength of arch bridge of zhengzhou yellow river highway

    對現有鋼管混凝土啞鈴形件極限承載力的計算方法進行了分析,在此基礎上,提出了計算鋼管混凝土啞鈴形件的偏壓極限承載力的修正的格構式截面法和等效截面法,兩種演算法的計算結果與試驗值均吻合較好,最後用這兩種演算法計算了鄭州黃河公路二橋拱肋的極限承載力。
  14. Both formulas above are useful to design and apply the twin - wall truss in engineering

    值的計算公,這有利於格構式角鋼桁架在工程中的設計和應用。
  15. With the demand of the engineering construction development, the development of crane is increasingly prone to large - sized, dominant - mountain and lattice

    隨著工程建設發展的需要,起重機日益向著大型、高聳、輕柔化、格構式方向發展。
  16. The overall stability analysis of the crane ’ s lattice jib with main and vice - jib structure is even more difficult to technician in our country

    具有主副臂結的起重機格構式臂架之整體穩定性分析更是目前我國起重機設計分析人員所面臨的難題。
  17. The twin - wall truss has been put into use in designing the wide - span steel roof truss in order to overcome the disadvantages caused by the lack of laterlly stiffness in the one - wall truss

    在大跨度鋼桁架設計中,為了克服實膜桁架側向剛度差帶來的不利影響,當跨度較大時,宜採用格構式桁架。
  18. According to the elastic bucking theory this paper reviews and compares the calculations that such member bend around the reat axis and the hollow axis as well as bend with torsion around the hollow axis. here this paper presents a formula of calculating b used in with the h - shaped anglicizing element. meanwhile, this paper deduces out a formula of calculating b. by, which the member could be controlled to only buckle around the real axis

    本文根據彈性屈曲理論對雙肢格構式單軸對稱綴板柱繞實軸、虛軸以及彎扭屈曲進行了計算分析和比較,提出了繞虛軸側向屈曲的換算長細比_ ( oy ) = ( y ~ 2 + l ~ 2 ) ~ ( 1 / 2 )中的值用h計算單元指出的計算公,同時推導出了單軸對稱綴板柱只出現繞實軸彎曲屈曲的最小肢間間距b 。
  19. Users needn ’ t establish the model themselves. through the verification of practical engineering projects, the program afforded by this article is simple and easy to use, as well as accurate and reliable

    運用本文開發的格構式動臂港口輪胎起重機結參數化計算分析平臺對qly50港口輪胎起重機進行參數化建模分析,驗證了本參數化設計分析平臺的有效性和實用性。
  20. Though the contrast of the algorithm used in cantilever lattice structure and cantilever solid web beam, we can get the algorithm that can be used to calculate the equivalent inertia moment of the lattice structure when it is regarded as solid web beam

    並進一步延伸到四肢格構式件等效慣性矩的計算,給出了四肢格構式件等效為實腹件時,等效慣性矩的計算公
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