武汉工程大学学报2011，Vol.33Issue(8)：99-102,4.DOI:10.3969/j.issn.1674-2869.2011.08.024
多层复杂结构有限元应力分析方法
Research on finite element stress analysis of complicated structure
李智帅 1舒安庆 1马长春 2刘凯 3魏化中1
作者信息
- 1. 武汉工程大学机电工程学院,湖北武汉430074
- 2. 武汉市压力容器压力管道安全技术研究中心,湖北武汉430074
- 3. 中国通用机械工程总公司,北京100050
- 折叠
摘要
Abstract
Introduced construction technology of box-beam MSS assemble and lifting in Tianxingzhou Changjiang Bridge, including the calculation of bearing capacity of foundation soil, strength calculation of the steel columns and box-beam lifting, the calculation of structural stability, and the key points of lifting station installation. The integral lifting and installation can speed up process of construction and guarantee the quality of construction. Practice indicates, movable shuttering form lifting had its own features and advantages, which was confirmed safe and controllable, and simple to operate.关键词
多层复杂结构/限元分析/酸反应槽/拱壁碳砖Key words
movable shuttered form/ box girder/lifting station/ design/ construction control/ integral lifting and installation分类
通用工业技术引用本文复制引用
李智帅,舒安庆,马长春,刘凯,魏化中..多层复杂结构有限元应力分析方法[J].武汉工程大学学报,2011,33(8):99-102,4.
