摘要
通过对18个试件进行不同柱纵筋和箍筋配筋率的钢筋混凝土材料阻尼值的实验,得到了不同配筋率对钢筋混凝土材料小变形情况下阻尼值的影响规律,具有很重要的实际应用价值。
In order to investigate the damping ratio of the reinforced concrete in different the column longitudinal reinforcement ratios and stirrup ratios,the experiments on 18 test specimens are carried out in this paper.Based on the experimental results and their analysis,the regular patterns of the reinforced concrete damping ratio in the small deformation are received.It is believed that the laws are of great value for actual application.
出处
《四川建筑科学研究》
2003年第3期14-15,共2页
Sichuan Building Science
