摘要
本文阐述了砌体结构稳定性与刚度的计算特点，给出了高厚比验算的两种特殊情况下的设计处理思路。
In this paper, the authors put forward the calculating characteristics for stability and rigidity on masonry structure, present the treatment thinkings of under twe special conditions.
出处
《济南大学学报（社会科学版）》
1998年第4期88-89,共2页
Journal of University of Jinan:Social Science Edition
关键词
高厚比
临界力
修正系数
Height-thickness ratio
Critical force
Coefficient of correction
