| 桂林雉山拱桥地震反应分析 |
| |
| 引用本文： | 许卫峰,朱暾,傅永华,曾红雯.桂林雉山拱桥地震反应分析[J].桂林工学院学报,2004,24(4):444-447. |
| |
| 作者姓名： | 许卫峰 朱暾 傅永华 曾红雯 |
| |
| 作者单位： | 1. 武汉大学,土木建筑工程学院,湖北,武汉,430072
2. 桂林市上海路改造工程指挥部,广西,桂林,541002 |
| |
| 摘 要： | 对广西桂林雉山混凝土拱桥进行了三维有限元动力学分析，在获取该桥的动力特性后，利角时程分析法计算了桥梁结构的地震反应，通过对位移、加速度、轴力、剪力和弯矩的综合分析，得出在地震作用下该桥拱脚与离拱脚1／4拱处为最危险截面的结论，为拱桥的加固和防震提供了参考和依据．
|
| 关 键 词： | 混凝土拱桥 动力特性 时程分析 地震反应 |
| 文章编号： | 1006-544X(2004)04-0444-04 |
| 修稿时间： | 2004年5月8日 |
Zhishan Arch Bridge Reaction to Earthquake |
| |
| XU Wei-feng,ZHU Dun,FU Yong-hua,ZENG Hong-wen.Zhishan Arch Bridge Reaction to Earthquake[J].Journal of Guilin University of Technology,2004,24(4):444-447. |
| |
| Authors: | XU Wei-feng ZHU Dun FU Yong-hua ZENG Hong-wen |
| |
| Affiliation: | XU Wei-feng~1,ZHU Dun~1,FU Yong-hua~1,ZENG Hong-wen~2 |
| |
| Abstract: | Dynamical analysis of the Zhishan concrete arch bridge in Guilin is completed using the finite element model in three dimensions.Based on the dynamical characters of this arch bridge, the reaction of the bridge structure to earthquake is calculated by time-history analysis.Through contrast of displacements, acceleration, axis forces, shear forces and bend moments,the most dangerous section in earthquake is found out and provides references for reinforcement of arch bridges. |
| |
| Keywords: | concrete arch bridge dynamical character time-history analysis reaction to earthquake |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
