Study on Slenderness Coefficient of Arch Dams

摘要：

In consideration of the fact that the former curves do not rely on that the damaged major cause of arch dams is the short of the concrete tensile strength but is related to the dam height and the concrete compressive strength, a new curve is brought forward in this paper,in consideration of factors of the concrete tensile strength, the dam height and the width of canyon. And the distributing chat of the slenderness coefficient of arch dams is presented.

关键词： Arch dam slenderness coefficient lombardi curve

作者: Xu Fuwei Chen Haiyu

作者单位: Department of Civil Engineering, Xiangfan University, Xiangfan, China

会议类型: 国际会议

会议名称: International Conference on Dam Safety Management(2008水库大坝安全管理国际研讨会)

会议地点: 南京

会议语种:英文

页码: 52-56

在线出版日期: 2008-10-22（万方平台首次上网日期，不代表论文的发表时间）