而研究的不足又在很大程度上制约了异形柱结构的推广应用。
However, lack of systematic study in this field limits its wide application to a large degree.
随着研究的深入，异形柱结构在工业及民用建筑中的应用将得到进一步推广。
With further research, special-shaped column structure will be widely used in the industrial and civil buildings.
本文认为《混凝土异形柱结构技术规程》中节点翼缘对节点抗剪影响的规定是可行的。
The design regulation of the effect of the flange of joints in Technical Specification of Concrete Special Shaped Column Structure is feasible.
如何弥补异形柱节点部分缺陷，提高异形柱节点受剪承载力将成为日后异形柱结构的研究重点之一。
How to offset some defect about the joint with specially shaped column to enhance the shearing strength will become the one research focus about the structure with specially shaped column.
文章阐述了异形柱的结构计算、配筋设计和构造措施，提出了一些初步设想，可供设计时参考。
This paper expounds the structure calculation, reinforcement design and structural measures of deformed columns, and advances some primary ideas for reference in design.
异形柱框架结构具有室内无突出棱角、增加使用面积等优点，当配合轻质墙体材料使用时，还可节约耕地、减轻建筑物自重。
The specially shaped column frame structure system is used widely for its merits, such as the none prominent angularities indoors so that the usable area can be enlarged.
介绍了异形柱框架结构的设计原则和方法，通过具体工程实例，提出了北方地区采用异形柱框架结构设计时采取的一些方法。
This paper introduced some principles and methods of designing frame structure of R. C. specially shaped column in the northern area.
异形柱框架抗震设计的关键问题之一就是要控制其薄弱部位，这样可显著提高结构的抗震能力。
A key point of seismic design for a specially-shaped column frame is to control its weak section. This can greatly improve its seismic capability.
近年来，钢筋混凝土异形柱框架结构因具有良好的建筑功能而得到了较广泛的应用。
In recent years reinforced concrete (rc) frame structure with specially shaped columns (SSC) has received quite extensive application because of its good architectural functions.
异形柱框架结构作为一种这种新型的结构形式，目前针对其节点的研究和试验较少，所以有必要进行深入研究。
Specially shaped column frame structure is a new type of structure and there are not enough experiments and research on the joints, so it is necessary to take further research.
结合作者在小高层建筑中采用异形柱框架结构的设计实践，简要阐述了异形柱框架设计计算、结构构造及施工等有关问题。
Combined with author's practice on design of frame with specially shaped columns in middle-highrise buildings, the problems about design calculation and construction of the frame are explained.
对底部矩形柱上部异形柱框架结构以及纯异形柱框架结构进行了时程地震反应分析。并对二者分析的结果进行了比较。
Seismic responses of the hetero-column frame with bottom rectangle columns are analyzed by time history method and are compared with the normal hetero-column frame.
抗扭构件的刚度计算公式可应用于钢筋混凝土平板-异形柱板柱结构体系的等效柱理论分析。
The theory expression of transverse torsion member can be applied to equivalent column method to analyze the behavior of reinforced concrete flat plate-special-shaped column structural system.
北京欢乐谷玛雅餐厅为金字塔形建筑，采用斜撑、斜柱作为主承重结构的异形复杂结构体系。
Maya restaurant in Beijing Happy Valley is a kind of pyramid building, and it's main bearing members are slanting braces and columns.
水平荷载作用下，钢筋混凝土异形柱框架结构侧移分为剪切型和弯曲型；
The main reason of the structure lateral displacement is the horizontal load.
建立异形柱框架结构“剪切层模型”，导出了异形柱框架的抗侧移刚度公式，并和矩形柱框架的抗侧移刚度作了比较；
The process include three aspects:(1) From " story shear model", the story lateral stiffness is deduced, and compared with the rectangular column frame structure.
针对空间异形柱框架具有柱横截面不规则等特点，提出适用于该结构非线性有限元分析的方法。
Nonlinear finite element analysis for 3d-frames with special-section columns is presented considering the frame features such as irregular cross-section of the columns.
研究表明：（1）三榀异形柱试验框架的破坏机制总体上属于梁铰机制，满足了框架结构抗震设计的要求；
The research shows that: (1) the failure process of these three specimens is all from the beams to the columns, so this pattern meets the requirement of seismic design;
再根据异形柱框架结构受地震作用时应具有的柱截面曲率延性水准确定不等肢T形、L形、十字形柱轴压比限值，为不等肢异形柱设计提供了必须的依据。
On the basis of the calculation results, the ultimute axial compression ratio for the inequal-leg T-shaped, L-shaped and cross-shaped columns is presented.
再根据异形柱框架结构受地震作用时应具有的柱截面曲率延性水准确定不等肢T形、L形、十字形柱轴压比限值，为不等肢异形柱设计提供了必须的依据。
On the basis of the calculation results, the ultimute axial compression ratio for the inequal-leg T-shaped, L-shaped and cross-shaped columns is presented.
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