frame member 中文意思是什麼
frame member
解釋
骨架構件-
With the application of concrete - filled steel tubular member to mega - frame structures, the connection forms of main beam - column can be classified as welded rigid connection, bolted gemel connection and semi - rigid connection
摘要隨著鋼管混凝土組合截面日愈增多地應用於巨型框架中，主框架樑柱的連接形式分為焊接剛性連接、螺栓鉸接與半剛性連接。 -
China will become a wto member thirty days after filing its formal acceptance with the wto. one final point is that we fully expect the wto to approve taiwan s accession in the same time frame as china s accession
然後，中國需要完成國內批準程序並正式接受世貿組織成員地位。中國將在向世貿組織提出正式接受成員資格后30天成為世貿組織的成員。 -
Based on the model experiment of 9 normal - strength concrete specimens and 12 high - strength concrete specimens in this case, the hysteretic property and seismic performance of normal - strength and high - strength concrete frame column are analyzed, and factors that affect the seismic performance of combined torsion member are also studied. in this paper, seismic performances of reinforced concrete members are discussed
在9根普通混凝土、 12根高強鋼筋混凝土框架柱在雙向壓彎剪反復扭矩復合作用的模型試驗研究的基礎上，對普通和高強混凝土框架柱的抗震特性和滯回特性進行了分析，研究了各影響因素對鋼筋混凝土復合受扭構件抗震性能的影響。 -
The company has been established for many years, introduced the professional furniture production equipment with world level successively, have large - scale product show drawing room 2000 more than now, staff 300 more than, produce and cover an area of 13000 more than, the company specializes in and mainly push the products to include : real wooden the top class in a kindergarten platform, file frame, staff member platform, handle official business screen, swivel chair, the top class in a kindergarten chair, sofa, student furniture, laboratory bench, defending the bath, high interval, etc. series
公司自成立多年以來，先後引進了具有國際水平的專業傢具生產設備，現擁有大型產品展示廳2000多平方米，員工300多名，生產及佔地面積13000多平方米，公司專業生產及主推產品包括：實木大班臺、文件櫃、職員臺、辦公屏風、轉椅、大班椅、沙發、學生傢具、實驗臺、衛浴、高間隔等系列。 -
Though much progress has been achieved in previous study, there still remains a lot to be studied and perfected. the thesis is devoted to study on the multi - ribbed slab wall, the main bearing member in mrss, including its mechanism, failure mode, aseismic capability, mechanical models, ultimate bearing capacity and aseismic design based on control. the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall, the paper proposed the member ' s failure modes under horizontal loads, analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame, discussed the wall ' s bearing capacity, rigidity, deformation, ductility and energy dissipation ability in different modes, and put forward a simplified mechanical model of the slab wall under vertical loads
本文針對密肋壁板結構的主要受力構件? ?密肋復合墻體為研究對象，就其受力機理、破壞模式、抗震性能、三階段力學模型、極限承載能力以及基於控制的抗震設計方法等進行了較為詳細的研究，完成的主要工作有： 1 ）通過對密肋復合墻體在水平低周反復荷載和單調荷載作用下的試驗研究，提出了墻體的主要破壞模式；分析了框格與內部填充砌塊、墻板與外框的共同工作的受力特點；探討了不同破壞模式情況下墻體的承載能力、剛度、變形、延性、耗能等抗震性能，並給出了豎向荷載作用下密肋復合墻體的簡化力學模型。 -
In wood - frame construction, a horizontal member, capping the exterior wall studs, upon which the roof rafters rest
橫木木結構建築物中覆蓋外墻壁骨的水平構件，屋橫椽被支撐在它的上面 -
Crazing reason and precaution of dump truck auxiliary frame side member
自卸車副車架裂縫的原因及預防措施 -
The horizontal beam that forms the upper member of a window or door frame and supports the structure above it
（門窗的）過梁構成門窗上部框架的平行梁木，並支持上面的構架 -
For the first time, based on frame structure with large thick raft plinth and many engineering examples, analytic method of interaction that means the analysis on three parts above as a whole with a full consideration of interaction thereof that met the need of the deformation correspond on the boundary was used to research on the interaction of structure and groundsill in this paper. and five models were adopted, which were : ( 1 ) a tube with symmetrical double - axis structure and symmetrical loads, ( 2 ) two tubes with symmetrical double - axis structure and symmetrical loads, and ( 3 ) a tube with symmetrical single - axis structure and symmetrical loads, and ( 4 ) two tubes with symmetrical double - axis structure and unsymmetrical loads, and ( 5 ) two tubes with unsymmetrical structure and loads. based on the middle - thick slab theory from mindli and the model for groundsill from winkle, the deformation character of raft foundation and the distributing rule for resisting force of fundus were studied in details by using b ig - style fem ( finite element member ) software, ansys
本文結合了大量的工程實例，以大底盤框架厚筏結構形式為研究對象，針對單個和多個塔樓布置於同一個大底盤框架厚筏基上的復雜結構體系，分（ 1 ）一個塔樓：結構布置雙軸對稱，荷載對稱的情況； （ 2 ）兩個塔樓：結構布置雙軸對稱，荷載對稱的情況； （ 3 ）一個塔樓：結構布置單軸對稱，荷載對稱的情? ； （ 4 ）兩個塔樓：結構布置雙軸對稱，荷載不對稱的情況； （ 5 ）兩個塔樓：結構布置和荷載均不對稱的情況等五種組合情況，全面系統地探討了上部結構?基礎?地基相互作用的大跨度基礎、基礎板變形特徵及其基底反力的分佈規律。 -
Abstract ： this paper analyzed a solution of how to manage chatroom member ' s structure and how to keep them synchronous in the client. ? the paper expatiated how to design and implement the frame of a group chating module, provided a reference to the development of the similar module
摘要：本文從項目實踐的角度出發，分析了在客戶端管理群組聊天成員結構，並保持其同步性的方案，完整論述了在即時通信系統中的群組聊天模塊的設計、實現框架，給相關工程應用的開發提供了一個切實可行的參考方案。 -
Under the guidance of the principles and the classical way and process of subdividing sedimentary facies into, this thesis has analysed sedimentary facies of penglaizhen formation, especially iii, iv member of penglaizhen formation in middle - term base - level cycle isochronstratigraphy unit frame
在中期基準面旋迴等時地層格架中，以經典的劃相原理、方法和相分析流程對蓬萊鎮組，重點是蓬段、蓬段進行沉積相分析。 -
Then calculate the member individually, including the calculation of load - behavior capacity, the calculation of high strong bolt with the method of connection with beam, the design method of stiffening rib, etc. the text educed the above - mentioned formula theoretically. 5. linking with windmill flat engineering example in the third youth flat engineering of yi zhuang development area, beijing, it and steel frame constitute the steel frame ? steel shear wall with slit system respectively are analyzed the whole structure by ansys and satwe
既利用剛度等效的原則，把其轉換為工程計算軟體可以計算的支撐體系，然後對構件進行單獨計算，包括承載力的計算、和梁接合方法? ?高強螺栓的計算、加強肋的設計方法等內容； 5 、帶縫鋼板剪力墻與鋼框架形成鋼框架? ?帶縫鋼板剪力墻結構體系，結合北京亦莊經濟開發區青年公寓三期工程中的風車公寓工程實例，分別採用ansys和satwe進行了結構整體分析，兩者的計算結果相吻合。 -
The stability - factor of axially loaded alunimum - alloy member for folding latficed frame
折疊網架軸心受壓鋁合金桿件的穩定系數 -
The dissertation discusses some theories of computation including the unit stiff matrix of the spatial member in the local coordinates ， the coordinate transformation, the integration of the integer stiff matrix ， the equivalent joint load ， the introduction of the boundary condition ， the computation of the unit internal force and support reaction ， the stableness of the spatial stiff frame. the dissertation also discusses the methods of dealing with several unusual problems such as combined structure, temperature stress ， elastic bearing
本文論述了空間桿件局部坐標單元剛度矩陣、坐標轉換、整體剛度矩陣的集成、等效結點荷載、邊界條件的引入、單元內力與支座反力計算、空間剛架穩定的計算理論，以及組合結構、溫度內力、彈性支承等幾個特殊問題的處理方法。 -
The floor of the high - rise frame structures is very suppleness when the frame structures subjected to the vertical seismic actions, it is impossible to confirm that each member has the same displacement in the same floor, so it is impossible that the summation of axes stiffness of each vertical member represent the global vertical stiffness of the frame structure
高層建築框架結構在豎向地震作用下，樓板在豎向剛度是很小的，一般不予考慮，認為相對無限柔性，而梁的剛度也是有限的，不可能保證各豎向構件在同一樓層豎向位移相同，因此不能簡單地用各豎向構件軸向剛度之和來代表結構的總豎向剛度。 -
A member of the task group and chief executive of the uk timber frame association, bryan woodley, said : " the united approach from three important government departments in welcoming the code gives a positive and proactive foundation to allow industry to deliver communities and buildings fit for this and future generations.
特別工作組成員、英國木構架協會最高行政長官布萊恩.伍德雷說： 「三個重要政府部門在制定法規上的聯合方法，在使工業配合現在和將來幾代人需要的社區和建築上，起到了積極主動的作用。 」 -
On the base of the link ways of each member joint, the dissertation also puts forth a method to simplify the crossbeam bracing structure into spatial truss ， spatial stiff frame and spatial combined structure
橫梁支撐體系根據各桿件結點的連接方式，多簡化為空間桁架、空間剛架或空間組合結構。 -
The stiffness calculation of variable cross - section member in plane frame structure
平面框架結構中變截面桿件的剛度計算 -
The development of the technology of the prestressed concrete with unbonded tendons has promoted the development of new materials, new structure, new technology, new craftwork. since 1980 the application has ranged from single member to a whole structure such as flat floor, frame, high - story structure, portal rigid frame, special structure and special structure
無粘結預應力混凝土技術的發展，促進了新材料、新結構、新技術、新工藝的發展，自80年代以來，已從單個預應力混凝土構件發展到預應力混凝土結構：平板結構、框架結構、門式剛架、高層結構、空間結構及特種結構等。 -
2. for frame supported double - short - pier shear wall under vertical loads, the non - noding area of transfer beams turns into a member of flexure and tension with small axial force, and bending stress dominates in the stress distribution on the cross - section. in the nodding area, the axial force increases while the bending effect is small
2 、框支雙肢短肢剪力墻在豎向荷載作用下，轉換梁的非節點區為一拉彎構件，軸向拉力較小，截面的應力分佈以彎曲應力為主;在節點區，軸向拉力效應增大，而彎曲效應很小。
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