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转换梁     
相关语句
  transfer beam
     Analysis on Torsion of Transfer Beam
     转换梁中抗扭问题的分析
短句来源
     Research on Construction Technology in Large Span Prestressed Concrete Transfer Beam Structure
     大跨度预应力混凝土转换梁结构施工技术研究
短句来源
     DESIGN AND CONSTRUCTION OF PRESTRESSED CONCRETE TRANSFER BEAM
     预应力混凝土转换梁结构设计与施工
短句来源
     Application of ANSYS to Deflection Analysis of Concrete Transfer Beam Reinforced with Section Steel
     ANSYS软件在钢骨转换梁挠度分析中的应用
短句来源
     In actual structural design, section dimensions of the transfer beam are at the mercy of bearing capacity for shear.
     实际结构设计时,转换梁的截面尺寸往往是由受剪承载力决定的,而转换梁中对支座区段的截面受剪承载力要求往往远远高于对跨中区段的截面受剪承载力要求。
短句来源
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  transfer girder
     DESIGN OF PRESTRESSED CONCRETE FRAME TRANSFER GIRDER OF A PROJECT
     某工程预应力混凝土框架转换梁设计
短句来源
     Design Method of Structural Reinforcement for Complex Transfer Girder with Openings and Engineering Application
     带有复杂洞口转换梁结构配筋设计方法及工程应用
短句来源
     Design and research on prestressed concrete transfer girder for supporting eight-floor frame
     承托八层框架预应力转换梁设计研究
短句来源
     Simple Prestressed Transfer Girder Applied to Structural Construction with Jack Beam and Pulled - Apart Column
     预应力简支转换梁在结构托梁拔柱施工中的应用
短句来源
     Discussion on Some Problems of Design and Construction Course for Prestressted Concrete Transfer Girder Structure
     预应力混凝土转换梁结构设计及施工过程有关问题的探讨
短句来源
更多       
  transition beam
     Construction Technique for Ultra - Huge Curve - Shaped Structural Transition Beam with the Dimension of 6 × 1.4 × 36m Used in Xian New High - Tech International Business Center
     西安高新国际商务中心6×1.4×36m特大弧形结构转换梁施工技术
短句来源
     Construction of Big Section and Massive Transition Beam 26m in Height
     在26m高位施工大截面、大体积转换梁
短句来源
     Application of Steel Truss Transition Beam in Rebuilding Project
     钢桁架转换梁在改造工程中的应用
短句来源
     To date, structure engineers still adopt designing method of frame-shear wall structure rather than considering common action of pier wall and transition beam and the problem of stress-distribution complication arises from here.
     目前,结构工程师在设计框支短肢剪力墙结构时,仍然采用框架—剪力墙结构体系的设计方法,没有考虑到墙肢和转换梁的共同作用问题、以及由此产生的应力分布的复杂化问题。
短句来源
     In the end, the influence of transfer story located at the third, the sixth and the ninth floor on deformation of the structure and on stress of the transition beam is studied.
     最后,对转换层位置分别设在三层、六层和九层三种模型进行了对比分析,探讨了转换层结构设置高度对结构变形、转换梁内力等的影响。
短句来源
更多       
  transformed beam
     Analysis on the Loading Features of the Structure of the Steel Skeleton Transformed Beam
     钢骨转换梁结构的受力特点分析
短句来源
     According to structural analysis and design of Diwang Square,the results calculated by two software TAT and SATWE based on two different mechanics model is contrasted. The problem considered in analysis to accept or rejeet the caculating result is empha sized when the restraint effect of the support of the transformed beam caused by core shear wall is caculated by using software based on different mechanics model.
     通过地王广场的结构计算分析与设计 ,对比了两种不同力学计算模型软件 TAT和SATWE计算结果 ,着重分析了采用不同力学模型软件计算芯筒剪力墙对转换梁支座的约束效应时 ,其计算结果的取舍分析应考虑的问题 .
短句来源
     This paper discusses on the loading features of the steel skeleton concrete structure and the transformed story structure, and based on this, introduces briefly the calculation of the bearing capacity of the right section and the oblique section of the steel skeleton concrete beam, analyzes on the loading features of the structure of the steel skeleton transformed beam, and points out the developing prospect of the steel skeleton transformed beam in tomorrow's engineering practice.
     对钢骨混凝土梁结构和转换层结构的受力特点作了论述,在此基础上,对钢骨混凝土梁的正截面承载力、斜截面承载力等的计算作了简要的介绍,分析了钢骨转换梁结构的受力特点,最后指出了钢骨混凝土转换梁在今后工程实践中的发展前景。
短句来源

 

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  transfer beam
Optics for the transfer beam line have yet to be finalized, at which time design of the beam line components and support structure will continue.
      
This type of connection is primarily used to transfer beam end reactions and is economical to fabricate and simple to erect.
      
  transfer girder
Every second exterior column was indirectly supported by a continuous transfer girder.
      
Evaluate, using thermal-mechanical analysis, the time-dependent structural response of the structural system including transfer girder system.
      
In view of the relatively large span, it may prove difficult to strengthen the transfer girder sufficiently.
      
Three of the transfer girder top bars were continuous but none of the bottom bars were.
      
The transfer girder supported on four intermediate columns can be seen just below the glass curtain wall.
      
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