摘要
针对横向荷载作用下的压弯构件进行稳定分析 ,提出了当端弯矩不等时等效弯矩系数的最优解 ,特别有利于抗风柱等一类构件的稳定分析。
This article analyses the stability of beam column subjected to transverse load.On the basis of this the optimum value of equivalent bending moment coefficient is put forward,which is avaliable for stability analysis of wind column.
出处
《黄石高等专科学校学报》
2001年第2期7-9,12,共4页
Journal of Huangshi Polytechnic College
