THE OPTIMIZATION OF CABLE TENSIONS FOR A CABLE-STAYED CONCRETE-FILLED STEEL TUBULAR ARCH BRIDGE

摘要：

The general situation of a cable-stayed concrete- filled steel tubular arch bridge under construction and the tensional stages of the cables are introduced. Then, optimizing objects of typical construction cases are discussed according to its design and constructing features. Finally, the theoretical cable tensile forces of typical construction stages are calculated, by the influence matrix method, considering the adjust of the calculating parameters of the finite element models by utilizing the data tested on site. Comparison of both cable tensions and stresses on key section after the first concentrating regulation of the cable tensions, show good agreement.

作者: Ming-Yan Shen Xin-Gu Zhong Xiao-Juan Shu

作者单位: Doc., Civil Engineer School, Hunan University of Science and Technology, P.R. China Prof., Civil Engineer School, Hunan University of Science and Technology, P.R. China

会议类型: 国际会议

会议名称: 第二届国际结构状态评估、监测与改进会议(The Second International Conference on Structural Condition Asessment,Monitoring and Improvement)

会议地点: 长沙

会议语种:英文

页码: 326-331

在线出版日期: 2007-11-19（万方平台首次上网日期，不代表论文的发表时间）