摘要
对 16根直径相同、偏心率相同、钢管厚度不同、长细比不同的钢管混凝土偏心受压构件进行了试验研究 ,分析了其破坏过程、破坏机理 。
The test results of 16 eccentrically loaded concrete filled steel tubular columns that have the same diameters and eccentricities,and different thickness and slenderness are presented in the paper.It analyses the process and principle of the destroy of the concrete filled steel tubular columns and interprets the cause of the strength increasing and major influence factors for the carried loads abilities.
出处
《四川建筑科学研究》
2003年第1期19-21,共3页
Sichuan Building Science
关键词
钢管混凝土
力学性能
承载力
力学试验
concrete filled steel tubular
mechanics quality
bearing ability
mechanics tests
