The tapered I-section Beam-Columns with Slender Web is widely used in portal frame structure for its rational force form.
楔形宽腹工字形截面构件以其合理的受力形式，在门式刚架中被广泛应用。
The analytical solution for the stability of cantilevered beam-columns is presented, and the design interaction formula for it is established.
给出了悬臂压弯构件整体稳定性计算的解析解，并建立了其设计计算的相关公式。
Numerical method is used to analyze the load-displacement hysteretic behaviors of concrete-filled circular steel tubular beam-columns in this paper.
本文采用数值计算方法，对圆钢管混凝土压弯构件荷载-位移滞回关系曲线进行了理论分析。
Finally, based on the results of parametric analysis, a kind of moment-curvature hysteretic model of concrete-filled steel tubular beam-columns wi...
最后，基于系统参数分析结果提出一种圆钢管混凝土压弯构件弯矩-曲率滞回模型。
By the calculation of castellated three hinge arch used in the Changchun Skating Gym, the several calculating method of castellated beam-columns are introduced in this paper.
本文就长春滑冰馆的蜂窝形空腹三铰拱的计算，探讨蜂窝形空腹压弯杆件的几种计算方法。
The in-plane stability formula of the lattice beam-columns derived from the edge yield criteria also applies to the castellated beam-columns, and the results are conservative.
由边缘屈服准则导出的格构式压弯构件平面内稳定计算公式，同样适合蜂窝式压弯构件弯矩作用平面内稳定计算，且结果偏于安全。
Steel columns allow a horizontal gap between the two boxes, bringing a beam of light to the interior as well as views from the swimming pool.
钢柱允许两个盒子之间的水平差距，引光束照入内部并引导游泳池的视线。
The structural core of the project is a raised flooring system with a series of columns and a ring beam on the top for stability.
项目的结构核心部分是一个抬高的顶棚系统，附带依次排列的圆柱以及置于其上用来增强稳定性的一根圆形横梁。
The joints of the beam columns are more complicated.
高层建筑框架结构的梁柱节点比较复杂。
When the beam columns with different strength concrete are poured respectively, cracks in the connecting faces should be avoided.
梁柱不同强度等级混凝土分别浇捣进行施工时，要避免邻接面形成冷缝。
Good or poor construction of beam columns affects the quantity of buildings directly.
梁柱节点的施工优劣直接影响着房屋的质量。
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.
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。
This paper introduced suspension technique application in structural reforming with jack beam and removing columns.
结合工程实例，介绍了托梁拔柱改造中的悬挂技术。
The 45 CM X 45 CM columns and vaulted edge beam are expressed on the façade as structural elements.
45*45厘米的柱子和拱形边梁出现在外立面，作为结构的基础构成。
Tubed RC columns connected conveniently with RC beams in respect that the outer steel tube does not pass through the beam to column connection.
由于钢管不通过梁柱节点区，因此钢管约束钢筋混凝土柱与钢筋混凝土梁连接方便；
Stresses in beam and critical load of column with cubic constitutive equation is solved. The stresses and stability behavior of columns is discussed.
本文分析求解了具有三阶本构关系材料梁的应力和柱的临界载荷，并对其应力特性和稳定特性作了探讨。
The paper presents the application of batten-plate beam structure in removal columns from frame structure and adding stories. It analyses the advantages and the notices in design.
介绍了缀板梁结构体系在框架结构抽柱托换以及加层改造中的应用，并分析了该方法的优点以及设计时注意的问题。
The hexagonal structural unit includes columns and a part of a beam or a slab.
所述六边形结构单元包括柱和梁或板的局部。
The deep beam computing method is used for transition beams design and shape steel is set to improve the connection performance with columns.
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 result of analysis show that there is more yield hinges on the top tow storey columns of 6-storey frame7. It means that the heavy vertical load go against to the beam hinges mechanism of frame.
分析结果表明，7度区六层框架上部两层柱子出铰随竖向荷载的增大而增多，竖向荷载的增大更不利于梁铰机制的形成。
In tall building construction with concrete filled steel tube beam columns, the concrete is poured into the steel tube always after ten stories or more have been constructed.
高层建筑中的钢管混凝土柱，常在施工十几层或更多层的楼盖结构后，才向管内浇灌混凝土。
Holographic interferometry using separate damping and a double objective light beam is put for-ward for the bonding quality of the clads on the large powder columns.
提出了分体式减振和双物光光路的全息干涉法，解决了大型火药柱包覆层粘接质量的检测问题。
And several type concrete-filled steel tube columns to concrete beam connections through the steel columns, which weaken capacity of the column and complex construction.
而且目前主要使用的几种钢管混凝土柱—混凝土梁刚性节点将钢筋贯穿钢管柱，削弱了柱的承载力，且施工复杂。
In this paper, through a dynamic test, the vibration characteristics of a continuous concrete curved beam bridge with isolated columns along radial and vertical direction are studied.
通过动态测试，对独柱式连续梁弯桥的径向、竖向振动特性进行了分析。
In this paper, through a dynamic test, the vibration characteristics of a continuous concrete curved beam bridge with isolated columns along radial and vertical direction are studied.
通过动态测试，对独柱式连续梁弯桥的径向、竖向振动特性进行了分析。
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