摘要
以南城大桥的工程实践为背景,将确定性分析与可靠性分析相结合,运用复合材料层板理论空间有限元方法和序列响应面分析技术,对南城大桥桥面铺装可靠度进行分析研究,并将研究结果运用到桥面铺装的设计实践中。
On the basis of practical construction of Nancheng bridge and combined with deterministic and stochastic analysis, finite element method and the sequential response surface analysis technique of composite material laminated plate theory was used for bridge deck pavement reliability analysis. Research results were applied to design practice of bridge deck pavement.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
2003年第4期36-39,共4页
China Journal of Highway and Transport
基金
江西省交通重点科研项目(199919)
关键词
桥梁工程
桥面铺装
序列响应面分析
结构可靠度
复合材料层板理论
bridge engineering
bridge deck pavement
sequential response surface analysis
structure reliability
composite material laminated plate theory
