摘要
对某钢管混凝土拱桥进行了静、动荷载试验。对试验结果进行的分析表明,该桥结构的实际刚度大于理论计算时的取值,整体刚度较大,结构处于弹性范围内工作,从而验证了该桥理论分析与设计方法的可靠性。
Static and dynamic loading test was done for a steel pipe arch bridge. Test results show that the value of stiffness of the bridge is larger than the value of theoretical calculation, and that the whole stiffness of the bridge is comparatively large, the bridge structure is in the elastic state. The reliability of theoretical analysis and design method of the bridge are verified.
出处
《河北交通职业技术学院学报》
2012年第1期61-66,共6页
Journal of Hebei Jiaotong Vocational and Technical College
关键词
钢管混凝土
系杆拱桥
静载试验
动载试验
steel pipe concrete
bar-link arch bridge
static loading test
dynamic loading test
作者简介
裴桐松，男，1965～，副教授。主要研究方向：电工电子，力学。
