摘要
通过分析研究,提出了考虑构件截面强度富裕度的桥梁承载力下降系数的新概念。在此基础上,提出了用荷载试验来评定桥梁承载力的新方法。
From analysis and investigation,a new conception of falling coefficient of bridge bearing capacity is proposed,which considers the rich coefficient of member section strength.On the basis of the new conception,a new method for evaluating bridge bearing capacity from load tests is presented.
出处
《水道港口》
2004年第1期51-55,共5页
Journal of Waterway and Harbor
关键词
桥梁
承载力
评定
方法
bridge
bearing capacity
evaluation
mathod
