根据位移变分原理，建立有限杆元模型，对薄壁杆进行侧向稳定分析。
The present study is focused on establishing a finite member element model, based on energ.
本文根据开口薄壁杆件稳定性的一般理论导出了舱壁扶强材的侧向稳定性方程序。
Basing upon the general buckling theory of bars with thin-walled open sections, the lateral buckling equation of bulkhead stiffeners is derived in this paper.
研究榫卯节点对研究木构架侧向稳定性能以及进一步研究木结构整体抗震性能有重要意义。
The research on the joints of rabbet has great significance to the lateral stability of timber frame and Seismic Performance of Chinese history timber structure.
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