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大跨度刚构-连续组合梁桥施工控制技术研究
引用本文:孙航,盛洪飞,程伟,马俊.大跨度刚构-连续组合梁桥施工控制技术研究[J].森林工程,2006,22(5):39-41.
作者姓名:孙航  盛洪飞  程伟  马俊
作者单位:1. 哈尔滨工业大学,哈尔滨,150090
2. 重庆交通科研设计院,重庆,400067
摘    要:运用灰色系统理论建立了大跨度预应力砼刚构-连续组合梁桥悬臂浇铸施工梁段立模标高预测的GM(1,1)模型,并用残差的GM(1,1)模型对其进行修正。工程应用表明:梁段立模标高预测精度较高,能满足工程需要。

关 键 词:灰色理论  GM(1  1)模型  刚构-连续组合梁桥  施工控制
文章编号:1001-005X(2006)05-0039-03
收稿时间:2006-03-24
修稿时间:2006年3月24日

A Study of Construction Control for PC Continuous Rigid Frame Bridge
Sun Hang,Sheng Hongfei,Cheng Wei,Ma Jun.A Study of Construction Control for PC Continuous Rigid Frame Bridge[J].Forest Engineering,2006,22(5):39-41.
Authors:Sun Hang  Sheng Hongfei  Cheng Wei  Ma Jun
Abstract:The GM(1,1) model for predicting the bracing form height of the beam of large scale prestressed concrete PC continuous rigid frame bridge cantilevered casting construction was established based on the gray system theory.Then the model was corrected by the residual GM(1,1) model.The application in engineering showed that the predicting precision of the bracing form height of the beam was good enough to meet the demand in engineering.
Keywords:gray system theory  GM(1  1) model  PC continuous rigid frame bridge  construction control
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