This series use four-column frame structure, which is easy to be maintained.
该系列产品采用了四立柱框架式结构，维修方便；
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。
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。
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。
The process include three aspects:(1) From " story shear model", the story lateral stiffness is deduced, and compared with the rectangular column frame structure.
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；
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。
To clear the array for new frame integration, the row and column electrodes in each pixel are momentarily switched to ground releasing, or "injecting" the charge into the substrate.
要对新的帧进行几分而清除阵列，每个像素上的行和列电极就会即可切换到接地释放，或者“注射”电荷到底层。
Different node form, the connection of web to truss chords and connection of truss chords to frame column are discussed.
不同的桁架节点形式，分析了桁架腹杆两端与弦杆的连接和弦杆与柱连接形式对结构受力性能的影响。
Structurally, the roof form consists of simple "a" frame trusses inverted to form a flat roof, each truss individually supported by a steel column.
在结构上，屋顶形状由简单的“A”形框桁架结构组成，框桁架倒置形成平屋顶，每个桁架分别由一根钢柱支撑。
The analogous column is derived from frame without the overhangs .
比拟柱按无挑臂框架导出。
The analogous column is derived from frame without the overhangs.
比拟柱按无挑臂框架导出。
Based on the theoretical analysis, the general buckling equation of semi-rigid frame column is deduced.
通过理论分析，推导了具有半刚性连接框架柱的一般屈曲方程。
The calculation example showed that the error was greater when ignoring the influence of the axial deformation of the frame column.
算例分析说明，忽略柱轴向变形的影响将会给高层框架侧移计算带来较大误差。
Based on actual project, the paper analyses the forced features, design method and conformation of a wind column for a structure with portal frame.
以实际工程为背景，对门式刚架结构抗风柱的受力特点、设计方法、构造措施进行了分析，并提出了建议性的设计方。
What's the best way of getting rows with minimum value in specific column from data frame?
获取与数据帧的特定列的最小值的行的最好方法是什么？
The paper describes the results of tests on prototype size reinforced concrete frame specimens which were designed to represent the column-beam connections in plane frames.
本篇文章描述了对加固后标准尺寸混凝土结构试件进行试验的结果，该试件代表平面框架结构中的梁—柱联接部位。
On the other hand, though increasing axial compression ratio of column changes the moment redistribution in frame, the effect on ultimate loads and total modulations is insignificant.
另一方面，随轴压比增大，梁柱上弯矩分配虽略有变化，但对整榀框架的极限承载能力和总的弯矩调幅能力影响不大。
Based on the tests and theoretic derivation, skeleton curve of restoring force model of frame column with high axial compression ratio is got.
在试验研究和理论推导的基础上，给出了高轴压比下框架柱恢复力模型的骨架曲线，与试验骨架曲线吻合较好。
The plastic yield condition of frame column is rep - resented in stress resultants.
用广义应力表达了框架柱的塑性屈服条件。
It is increasingly used in the fireproof for steel structures such as steel beam and column and steel global frame structures of large halls.
它在钢结构的防火保护，如钢梁、柱和球型架结构的防火保护上，愈来愈受欢迎。
Based on tests of two full-scale double-span prestressed frames, internal force redistribution of frame was studied and continuity of structures and axial compression ratio of column were analyzed.
基于两榀接近足尺的后张有粘结预应力混凝土框架的试验，对多跨预应力框架的内力重分布进行了研究，重点考虑了框架的连续性和轴压比的影响。
The paper studies the second-order effects and stability problem of the reinforced concrete hinged column and frame column.
本文对铰支柱和框架柱的二阶效应问题进行了较全面的研究。
Sliding track was located at top surface of frame column in abnormity surface by computer synchronization controlled hydraulic traction.
利用计算机同步控制液压牵引，滑移轨道搁置在异形曲面的框架柱顶面上。
Sliding track was located at top surface of frame column in abnormity surface by computer synchronization controlled hydraulic traction.
利用计算机同步控制液压牵引，滑移轨道搁置在异形曲面的框架柱顶面上。
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