鋼柱腳 的英文怎麼說

中文拼音 [gāngzhùjiǎo]
鋼柱腳 英文
steel columnbase
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 腳 : 腳名詞1 （人或動物的腿的下端 接觸地面的部分） foot; [兒語] footsie; footsy 2 （東西的最下部） bas...
  1. The design of a practical project is based on the study of this thesis

    5 .提出了鋼筋混凝土承臺-鋼柱腳組合部件的設計建議。
  2. The brittle fracture of steel columns and the damage to column bases were found in kobe earthquake

    在阪神地震中還發生了鋼柱的脆斷和柱腳的破壞。
  3. The studies of the anchorage performances of steel column bases under uniaxial reversed loads are carried out through tests and theory

    為此本文進行了單向重復加載下的鋼筋混凝土承臺-鋼柱腳試件錨固性能試驗研究和理論分析。
  4. ( 2 ) the paper uses two methods to analyse the falsework structure and then get the basic data to guide the construction and installation of the falsework in sliding construction. these data play an important role in practice

    （ 2 ）基於扣件式鋼管腳手架設計規范、鋼框架格構柱兩種方法對胎架結構受力進行分析，進而得出能指導滑移施工中胎架的構造及搭設的基本數據，其結果對工程實踐有重要的指導作用。
  5. Analysis the force on the falsework by comparison to three calculation methods, referring the designing standard steel tube scaffold of buckling element, lattice column of steel frame and the computer program of sap2000. the result provides strong guidance for practicing it

    基於扣件式鋼管腳手架設計規范、鋼框架格構柱及sap2000程序等三種方法對胎架結構受力進行分析、比較，其結果對工程實踐有重要的指導作用。
  6. With the development of the steel structure, h profiled bar is widely used and the fabrication of the member of steel structure is increasingly standardized. however, the behavior of standardized column base was not systemically investigated domestically

    隨著鋼結構的應用推廣， h形鋼等型材在鋼結構中應用廣泛，鋼結構構件的製作日益規范化、標準化，但在標準化柱腳受力性能方面國內尚未進行系統的研究。
  7. 4 ) a simplified mechanic model for calculated ultimate load is proposed. the calculated results correlate well with the results of experiment. 5 ) some design suggestions for similar structures

    4 .建立了鋼筋混凝土承臺-鋼柱腳試件的簡化承載力計算的桁架模型與計算公式，計算結果與實測結果符合較好。
  8. Because geometry size of steel column base of national stadium are big, whose stress state is complex, and similar experiments were few in the past at home and abroad

    國家體育場鋼結構柱腳由於受力及幾何尺寸均較大，構造及其受力較為復雜，現有規范對該鋼柱腳的計算假定與設計方法很難適用，以往國內外類似的試驗也很少。
  9. 3 ) a study is carried out to understand the changing rule of ultimate load and stiffness with the different reinforcement ratio of anti - punching shear bar. the increasing speed of the ultimate load is slower than that of the reinforcement ratio is indicated

    3 .對不同抗拔鋼筋配筋率的鋼筋混凝土承臺-鋼柱腳抗拔極限承載力和剛度變化規律進行了計算分析，發現了隨著承臺中抗拔鋼筋配筋率的提高，其承載力提高的比例逐步減小的規律。
  10. One specimen is fitted up with anti - punching shear bars and the other is not. 2 ) the elastic - plastic analyses of two experimental elements under uniaxial reversed loads are made by ansys ( a finite element analysis program ) and the results of analysis match the experimental results very well

    2 .進行了鋼筋混凝土承臺-鋼柱腳試件的彈塑性有限元建模，用ansys有限元程序對其進行了全過程彈塑性分析，計算結果與實測結果吻合較好。
  11. The idiographic contents are listed as follows : 1 ) through the tests of the anchorage performances of steel column bases of 1 / 5 scale under uniaxial reversed loads, the tested ultimate loads, ductility, stiffness and reasonable modes of reinforcement design of two specimens are presented in this thesis

    本文主要工作: 1 .進行了兩個1 / 5縮尺的鋼筋混凝土承臺-鋼柱腳試件單向重復加載下的錨固性能試驗研究，對試件的錨固承載力、延性、剛度以及合理配筋型式等進行了研究。
  12. Top - directly as a basis and foundation of the bearing surface as the top - embedded steel bearings or bearing surface, the supporting surface, the anchor bolt ( anchor ) position should be consistent with the allowable deviation of norms

    基礎頂面直接作為柱的支承面和基礎頂面預埋鋼板或支座作為柱支承面時，其支承面、地腳螺栓（錨栓）位置的允許偏差應符合規范的規定。
  13. Because of cold formed thin - walled light steel structure ' s special construction, if draws the mechanics model according to the rigid connection frame, that will be over - evaluated the bearing capacity of the structure ; and if draws mechanics model according to the pinned connection frame, when the foot also adopts this kind of structural form according to the frame connections, that will form organization, and the calculation will be unable to go on

    由於冷彎薄壁輕鋼龍骨結構體系的特殊構造，如果按節點剛接的框架提取力學模型，將高估結構的承載能力；而如果按節點鉸接的排架提取力學模型，當柱腳也採用此種構造形式時，又會形成機構，使計算無法進行。
  14. 5 ) the method to calculate the natural periods of staggered truss with sshsti with raft - pile foundation is decided, and the natural periods of staggered truss with column foot fixed and sshsti with raft - pile foundation are calculated and investigated

    5 ）明確了計算地基及樁筏基礎共同作用時固有周期的計算方法，計高層鋼結構交錯析架體系一與地基基礎共同作用研究算研究了交錯析架體系柱腳固定時和地基及樁筏基礎共同作用時體系的各個固有周期。
  15. Abstract : the mechanics property of the embedded column footing and non - embedded column footing of steel framed concrete were compared, and the structural design of embedded column footing of an industrial main building was introduced in detail

    文摘:對鋼骨混凝土埋入式柱腳和非埋入式柱腳的力學特性進行對比，並詳細介紹了某工業主廠房埋入式柱腳的設計。
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