[1]王蒂,黄平明..超大跨度斜拉桥纵向减震耗能塔、梁连接装置研究[J].郑州大学学报(工学版),2008,29(04):112-115,144.[doi:10.3969/j.issn.1671-6833.2008.04.026]
Wang Ti,Huang Pingming.Research on longitudinal seismic absorption energy dissipation tower and beam connection device of super-long-span cable-stayed bridge[J].Journal of Zhengzhou University (Engineering Science),2008,29(04):112-115,144.[doi:10.3969/j.issn.1671-6833.2008.04.026]
点击复制
超大跨度斜拉桥纵向减震耗能塔、梁连接装置研究(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
-
29
- 期数:
-
2008年04期
- 页码:
-
112-115,144
- 栏目:
-
- 出版日期:
-
1900-01-01
文章信息/Info
- Title:
-
Research on longitudinal seismic absorption energy dissipation tower and beam connection device of super-long-span cable-stayed bridge
- 作者:
-
王蒂; 黄平明.
-
长安大学桥梁与隧道陕西省重点实验室,陕西,西安,710064, 长安大学桥梁与隧道陕西省重点实验室,陕西,西安,710064
- Author(s):
-
Wang Ti; Huang Pingming
-
-
- 关键词:
-
超大跨度斜拉桥; 弹性连接装置; 黏滞阻尼器; 耗能
- Keywords:
-
- DOI:
-
10.3969/j.issn.1671-6833.2008.04.026
- 文献标志码:
-
A
- 摘要:
-
在苏通大桥的塔、梁连接处分剐设置弹性连接装置和阻尼器.并选择恰当的弹性连接装置的弹性刚度以及阻尼器参数,利用Maxwell阻尼模型模拟黏滞阻尼器的滞回耗能特性,通过结构非线性地震分析的方法,对比了弹性连接装置与黏滞阻尼器的减震效果,分析表明弹性连接装置和阻尼器均能有效地减小梁端的地震位移,但阻尼器的效果更为理想.
- Abstract:
-
Elastic connection devices and dampers are set up at the tower and beam connections of Sutong Bridge. The elastic stiffness and damper parameters of the appropriate elastic connection device were selected, the hysteresis energy dissipation characteristics of the viscous damper were simulated by Maxwell damping model, and the shock absorption effect of the elastic connection device and the viscous damper was compared by the method of structural nonlinear seismic analysis, and the analysis showed that the elastic connection device and damper could effectively reduce the seismic displacement of the beam end, but the effect of the damper was more ideal.
更新日期/Last Update:
1900-01-01