| 重庆石板坡长江大桥施工控制结构分析 |
| |
| 引用本文： | 刘志辉,平甍,向中富.重庆石板坡长江大桥施工控制结构分析[J].山西交通科技,2006(1):44-47. |
| |
| 作者姓名： | 刘志辉 平甍 向中富 |
| |
| 作者单位： | 重庆交通学院土木建筑学院桥梁系 重庆400074(刘志辉，向中富)，山西省交通科学研究院 山西太原030006(平甍) |
| |
| 摘 要： | 重庆石板坡长江大桥为钢—砼混合连续梁与连续刚构组合体系。为保证桥梁成桥线形、内力满足设计要求,采用有限元法进行施工阶段结构计算,并对影响桥梁线形、内力状态的因素进行分析,为施工控制决策服务。
|
| 关 键 词： | 钢—砼混合 连续梁 连续刚构 施工 控制 有限元 结构 分析 |
| 收稿时间： | 09 16 2005 12:00AM |
| 修稿时间： | 02 10 2006 12:00AM |
The Structural Analysis of Chongqing Shibanpo Yangtze River Bridge Construction Control |
| |
| LIU Zhi-hui, PING Meng,XIANG Zhong-fu.The Structural Analysis of Chongqing Shibanpo Yangtze River Bridge Construction Control[J].Shanxi Science & Technology of Communications,2006(1):44-47. |
| |
| Authors: | LIU Zhi-hui PING Meng XIANG Zhong-fu |
| |
| Abstract: | Chongqing Shibanpo Yangtze River Bridge adopted the steel-concrete composite structure of the continuous beam and continuous rigid frame.For assuring the alignment and internal force to meet the requirement of design,we calculate the construction structure of the bridge by finite element method,and analyzed the factors which influenced the alignment and internal force of the bridge to serve the decision of construction control. |
| |
| Keywords: | steel-concrete composite continuous beam continuous rigid frame construction control finite element structure analysis |
| 本文献已被 CNKI 维普 等数据库收录！ |
