摘要
通过对容许长细比法、轴心受压柱法、框架模型法、计算长度修正系数法等几种满堂支架稳定性计算方法的回顾、分析及比较,指出较为合理的、切实可行的计算方法,以供施工参考。
Analysis and comparison are made on permissible slenderness ratio method, axial compressed pillar method, frame model method, correction method of calculated length coefficient and other calculation method in stability analysis of full space support. One proper and practicable calculation method is selected in order to provide references for practice.
出处
《山西建筑》
2007年第10期192-193,共2页
Shanxi Architecture
关键词
现浇梁
满堂支架
稳定性计算
cast-in-site beam, full space support, stability calculation
