摘要
通过一座三跨预应力混凝土连续刚构桥静、动载试验实测与理论计算值的比较,对该桥整体受力性能和承载能力作出了评价,其研究方法可供同类型桥梁设计以及荷载试验参考。
Through the comparison of the results obtained by the static and dynamic test and the theoretical calculated values, assessments of mechanics and carrying capacity are given to a three spans PRC continuous rigid bridge.
出处
《山西建筑》
2007年第5期269-270,共2页
Shanxi Architecture
