摘要
根据未修正前的有限元模型,选取了几个对施工有较大影响的参数进行混凝土容重敏感性分析,以为修正模型提供参考,最后根据修正后的模型以验证所建立模型的可靠度。
Based on the uncorrected finite element model,this paper selects several parameters which have great influence on the construction to carry out sensitivity analysis,so as to provide reference for the modified model.Finally,according to the modified model to verify the reliability of the established model.
作者
刘海波
刘朝辉
LIU Hai-bo;LIU Chao-hui(China Railway Construction Bridge Engineering Bureau Group No.1 Engineering Co.Ltd.,Dalian 116033,China;Hubei Communications Investment Shiwu Expressway Company Limited,Shiyan 442000,China)
出处
《工程建设与设计》
2020年第17期160-161,165,共3页
Construction & Design for Engineering
关键词
预应力
混凝土连续梁桥
混凝土容重
敏感性分析
prestress
concrete continuous beam bridge
concrete bulk density
sensitivity analysis