| 下承式钢管混凝土刚架系杆拱桥受力分析 |
| |
| 引用本文： | 黄文金,彭桂瀚,陈宝春,陈宜言,何晓辉,孙潮. 下承式钢管混凝土刚架系杆拱桥受力分析[J]. 福州大学学报(自然科学版), 2004, 32(2): 190-194 |
| |
| 作者姓名： | 黄文金 彭桂瀚 陈宝春 陈宜言 何晓辉 孙潮 |
| |
| 作者单位： | 1. 福州大学土木建筑工程学院,福建,福州,350002
2. 深圳市市政工程设计院,广东,深圳,518028 |
| |
| 摘 要： | 东莞大汾北水道桥为主跨128m的下承式钢管混凝土刚架系杆拱.本文以该桥为分析对象,建立了全桥空间有限元计算模型,对结构进行静力分析和动力特性分析,着重进行了结构弹性一类稳定与抗震性能分析,以为此类桥型设计提供参考.
|
| 关 键 词： | 钢管混凝土 下承式 刚架系杆拱 拱桥 东莞 |
| 文章编号： | 1000-2243(2004)02-0190-05 |
| 修稿时间： | 2003-07-01 |
Analysis of structural behaviors of concrete filled steel tubular tied rigid frame through arch bridge |
| |
| HUANG Wen-jin,PENG Gui-han,CHEN Bao-chun,CHEN Yi-yan,HE Xiao-hui,SUN Chao. Analysis of structural behaviors of concrete filled steel tubular tied rigid frame through arch bridge[J]. Journal of Fuzhou University(Natural Science Edition), 2004, 32(2): 190-194 |
| |
| Authors: | HUANG Wen-jin PENG Gui-han CHEN Bao-chun CHEN Yi-yan HE Xiao-hui SUN Chao |
| |
| Affiliation: | HUANG Wen-jin~1,PENG Gui-han~1,CHEN Bao-chun~1,CHEN Yi-yan~2,HE Xiao-hui~2,SUN Chao~1 |
| |
| Abstract: | The Dongwan Shuidao Bridge is a concrete filled steel tubular (CFST) tied rigid frame through arch bridge with a main span of 128?m. In this paper, a space FE model is developed to analyze its static and dynamic behavior with an emphasis on analyses of elastic buckling and the seismic performance. It can provide the design of such type bridge with reference. |
| |
| Keywords: | concrete filled steel tube through bridge tied rigid frame arch arch bridge Dongwan |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《福州大学学报(自然科学版)》浏览原始摘要信息 |
|
点击此处可从《福州大学学报(自然科学版)》下载全文 |
|
