摘要
研究了在焊接箱型截面构件内部合理设置横向和纵向加劲肋的方法,分析了设置纵向加劲肋对提高构件承载力的影响,并通过非线性有限元法对薄壁箱形构件的抗震性能进行了分析。
For welded thin-wall box section, the width to thickness ratio of steel plates is relatively large, local buckling happens easily, and the utilization ratio of materials is quite low for small effective width of steel plates. Both Vertical and longitudinal stiffeners are introduced reasonably within the box sections in this subject, the effect of the stiffeners on the bearing capacity of the members is studied, and the seismic behavior of the welded thin-wall box sections is analyzed by non-linear finite element method.
出处
《工程建设与设计》
2005年第1期21-24,共4页
Construction & Design for Engineering
关键词
焊接薄壁箱形构件
加劲肋
承载力
非线性分析
welded thin-wall box section
stiffener
bearing capacity
non-linear analysis
