摘要
对加固后的泗县新汴河大桥进行了应变片试验测试 ,根据荷载试验成果和近似理论分析 ,对加固后新汴河大桥的横向刚度和承载力进行了评估。
Based on the result of loading test and approximate ananlysis,the carrying capacity and traverse stiffness will be evaluated for rehabilitated Xinbianhe bridge.It can be referred by the relative department.
出处
《安徽建筑工业学院学报（自然科学版）》
2000年第3期19-22,共4页
Journal of Anhui Institute of Architecture(Natural Science)
