The main modes analysis of continuous curved box-girder bridge

被引:0
作者
Dai Fan [1 ]
He Jian [1 ]
You Shangyou [1 ]
Zhao Zhengjiiu [2 ]
机构
[1] Zhanjiang City Highway Author, Zhanjiang 524043, Guangdong, Peoples R China
[2] Jinan Univ, Coll Sci & Engn, Guangzhou 510000, Guangdong, Peoples R China
来源
PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON ADVANCED DESIGN AND MANUFACTURING ENGINEERING | 2015年 / 39卷
关键词
radius of curvature; variable pre-stressed continuous curved box-girder bridge; main modes;
D O I
暂无
中图分类号
O414.1 [热力学];
学科分类号
摘要
According the bridge, 132 meters long tapered, continuous curved box-girder bridge as the research object. Divide the continuous beam bridge models into vertical bending, pure torsion, lateral bending and longitudinal movement of the four sub-direction. Each energy of the vibration mode also divided into vertical bending energy, torsion energy, energy and transverse bending along the longitudinal direction of the translational energy of four energy. Introduce four directions coefficient to represent the energy of each sub-share each vibration direction, respectively the ratio type of energy, and to judge the main modes tapered continuous curved box-girder bridge.
引用
收藏
页码:1089 / 1095
页数:7
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