摘要
为了研究细长钢骨混凝土柱在偏心荷载作用下的性能,文章进行了10根钢骨混凝土偏心受压长柱的试验,主要变化参数为混凝土强度、试件长细比和荷载作用偏心距。主要研究了柱子的长细比、荷载作用的偏心距及混凝土强度对柱子承载力的影响。
In order to study the performances of lathy steel reinforced concrete columns with eccentric load,the test of ten long steel reinforced concrete columns with eccentric compression is introduced in the paper.The main variable parameters are the strength of concrete,flexibility of samples and eccentricity of load as well as the effects of them on bearing capacity of columns are mainly studied.
出处
《包钢科技》
2011年第6期68-70,共3页
Science & Technology of Baotou Steel
关键词
型钢混凝土组合长柱
偏心受压
承载力
steel reinforced concrete columns
eccentric compression
bearing capacity
