验算钢骨混凝土转换梁的挠度和裂缝宽度。
The deflection and the crack width of the SRC transfer girder are calculated.
转换梁和上、下部结构有明显的共同工作特性。
Transfer girder co-works with the structures above and below.
转换梁应作为偏心受拉构件，同时要考虑剪力墙参与工作部分。
The results show that the beam can be an eccentric tension member, meanwhile the performance of shear wall must be considered.
此转换梁按深梁计算方法进行配筋设计，并内置型钢以增强与柱的连接性能。
The deep beam computing method is used for transition beams design and shape steel is set to improve the connection performance with columns.
该组合转换梁由钢箱梁、浇筑在钢箱梁顶部及内部的混凝土以及抗剪连接件构成。
The combined conversion beam consists of a steel box girder, concrete poured on the top of and in the steel box girder and a shearing resistant connector.
北京首都国际机场新航站楼t3b工程中，钢筋混凝土环形梁是支撑巨型钢管柱的转换梁。
In Terminal T3B Project of Beijing Capital International Airport, the reinforced concrete ring beam is a type of transfer beam supporting gigantic steel pipe columns.
钢骨柱部分伸进转换梁中，随着钢骨伸进转换梁中长度的增加，转换梁对钢骨的包裹嵌固作用增强。
The steel framed reinforced concrete column partially penetrates into the transfer girder, whose build-in effect to the column enhances with the increase of the penetrating length.
混凝土转换梁采用叠合梁的施工方法，由于先浇混凝土对后浇混凝土的约束，使叠合面产生剪应力。
The concrete transfer beam applies laminated beam in construction, and because of the constraint of earlier pouring concrete to later pouring concrete, shear stress is induced in lamination.
基于对实际工程结构设计，阐述了转换梁受力特点，并分析实际工程由SAT WE计算出来的整体数据。
Basing on the structure design of a factual engineering, we have expatiated the mechanical character of conversion girder, and analyzed the holistic data that have been computed by SATWE.
给出了结构的特点和节点构造，以及预应力转换梁施工阶段验算结果及预应力筋分段分批张拉的施工顺序。
The checking calculation of the post-stressed concrete transfer beam in the construction period and the stretching sequence of the deformed bar is also introduced.
建议一般型钢混凝土托墙转换梁的允许跨高比在抗震设防时不大于8，对非抗震设计工程，跨高比不大于10；
It is suggested that the span-depth ratio of wall-bearing transfer beam should be less than 8 in seismic design, 10 in static design for SRC structure.
带转换层的高层建筑结构、巨型框架结构的转换梁和巨型梁上部支承着相当大的质量，对竖向振动会更为敏感。
There are huge masses on the transfer beams of the tall building structures with transfer layers and the mega-beams of the mega-structures, so they will be sensible to the vertical earthquake forces.
通过实例计算分析，给出了带托柱式转换梁的框架-核心筒结构的转换层上、下层间侧移角比的取值范围建议。
Base on the calculation of an example, suggestions on range of sideway ratio of stories up and down in transfer story of frame-core tube structure with column supporting transfer beam is obtained.
根据现有规范规定，结合工程实例，本文提出了钢骨转换梁与上部剪力墙共同作用的结构的截面极限承载力的计算方法；
Combining with an engineering instance, basing on the current specifications and a certain construction, the transfer girder structure is analyzed by the method of finite element.
其中一榀模型为普通钢筋混凝土结构，另一榀模型在底部转换梁施加了预应力，并在底部转换梁及部分杆件采用了钢骨混凝土。
In which one of them was common reinforced concrete structure, and the other used prestressed steel reinforced concrete (PSRC) in bottom chord of the transfer structure.
地铁上方铁路站房的主要荷载由转换托梁传递至桩基承载。
Primary load of the railway station was transmitted through conversion jacking joist to pile foundation.
轨道梁检测要求检测频率达到200~1000HZ，同时要求所有32路通道同步采集数据，并且要达到16位的A/D转换精度。
Special requirement in high speed guide way inspection including inspection frequency up to 200~1000HZ, synchronization in 32 channels and 16 bits A/D conversion are considered in this paper.
同时，对单向悬臂浇筑施工桥梁合拢梁体的预应力体系转换和临时体外预应力束的布设原理做了阐述。
The conversion of the prestressed system and the layout of the temporary external prestressed tendons for the joined sections of the bridge are also expounded.
本文介绍了预应力先简支后连续梁桥的施工方法，施工工艺，质量保证措施，施工过程中的注意要点以及体系转换问题。
This paper also introduced the construction method, construction technic, quality control measure and the construction key of the structure system change of the simple-continuous beam bridge.
型钢混凝土(src)梁式转换结构是一种新的转换形式。
Transfer structure of solid reinforced concrete (SRC) beams is a new transfer type.
根据工程情况不同，可将箱形转换层简化为普通肋梁墙模型、普通肋梁梁模型和组合梁的空腹桁架模型。
The box transfer story can be simplified into wall model of common girt strip, beam model of common girt strip and open-frame girder model of compound beam according to different project situations.
介绍了托柱梁式转换层结构实现了上下层结构柱网改变、截面大、结构受力复杂等结构形式特点；
The structure features of bearing column girder transfer floor such as large section and complicated mechanical behaviors are introduced, which realize the transfer of structural axes.
设计了一种硅微悬臂梁结构，在低频环境中以压电厚膜进行信号转换、谐振。
A silicon micro cantilever structure with piezoeLectric thick film was designed for low frequency operations.
大跨度预应力砼连续梁桥施工过程中体系转换复杂，横向刚度控制是施工的关键之一。
The system transition in the construction of long span prestressed concrete bridge is very complex, and the control of the lateral stiffness is one of the key techniques.
在高层建筑梁式转换层的施工中，多用扣件式钢管支撑系统。
Supporting system used in most of the girder transfer floor construction in high-rise building is steel pipe with fastener.
应用预应力托梁转换技术满足了底部大空间的功能要求；
To meet the requirement of a wide space at the bottom story of the building, prestressed concrete joist transformation method is adopted.
应用预应力托梁转换技术满足了底部大空间的功能要求；
To meet the requirement of a wide space at the bottom story of the building, prestressed concrete joist transformation method is adopted.
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