摘要
介绍了泉州至南宁高速公路广西桂林至南宁段改扩建工程鹿寨至新兴段某大桥维修加固后桥梁的静载试验的试验方法、内容和加载方案,并结合有限元空间模型的理论计算,完成了该桥技术状况的评定和承载能力的评估。对加固后的桥梁检测提供技术支持。
Methodology, content and loading plan of static load test for the reinforced bridge in luzai to xinxing section of guilin to nannaning extention section of quanzhou to nanning highway are introduced. Finite element model is used to calculate. Assessment of the bridge's technical status and loading capacity are done to provide practical experience for static load test for the reinforced bridge.
出处
《洛阳理工学院学报(自然科学版)》
2017年第1期31-34,共4页
Journal of Luoyang Institute of Science and Technology:Natural Science Edition
基金
广西高校中青年教师基础能力提升项目基金(KY2016YB908)
关键词
桥梁
试验
加载
评估
bridge
test
loading
assessment