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.
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。
The results show us that the specially shaped column frame has good ductibility, capacity of energy dissipation and collapse mode.
试验结果表明，异形柱框架具有较好的延性、耗能能力和破坏机制。
Via a design example of dormitory building, the performances and key points of special-shaped column frame structure are discussed.
通过宿舍楼的设计实例，论述异型柱框架结构的性能和要点。
On the basis of experiment, in the paper the seismic design method of the weak sections of the special shaped column frame is discussed.
本文在试验研究的基础上，对加强异形柱框架薄弱部位抗震设计的方法进行探讨。
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.
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。
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.
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。
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.
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。
SATWE special-shaped column frame calculation mode should be adopted as suggested. Also, due consideration should be given to both the influences and construction measures of reinforcing beams.
建议采用SATWE异型柱框架计算模式，并考虑带刚域梁的影响，同时适当考虑构造措施。
Based on the geometric non-linear analysis, the in-plane global stability of Space Lattice Tilted Column Frame of Triangle Section(SLTCF)is studied.
从结构的几何非线性分析着手，研究截面为三角形的空间格构式斜腿刚架的平面内整体稳定。
Based on the geometric non-linear analysis, the in-plane global stability of Space Lattice Tilted Column Frame of Triangle Section(SLTCF)is studied.
从结构的几何非线性分析着手，研究截面为三角形的空间格构式斜腿刚架的平面内整体稳定。
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