In this paper, based on the essential theory, the connection of columns between braces and beams between braces are derived. Based on these results, the analyses method of connections of beam-columns between braces is presented tentatively.
本文根据结构稳定问题的基本理论,推导了轴心受压构件与支撑的关系及受弯构件与支撑的关系,在此研究的基础上尝试性地提出了压弯构件与支撑关系的分析方法,并得出了压弯构件的出平面屈曲承载力与支撑刚度的关系表达式。
参考来源 - 门式刚架轻型钢结构中支撑体系的研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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。
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