首页> 外文会议>China-Japan-US Symposium on Structural Control and Monitoring(SSCM'2006); 20061016-17; Hangzhou(CN) >THE DESIGN METHOD OF ENERGY-DISSIPATED EARTHQUAKE-REDUCTION OF CANGKOU CABLE-STAYED BRIDGE ON QINGDAO BAY *
【24h】

THE DESIGN METHOD OF ENERGY-DISSIPATED EARTHQUAKE-REDUCTION OF CANGKOU CABLE-STAYED BRIDGE ON QINGDAO BAY *

机译:青岛湾沧口斜拉桥消能减震的设计方法*

获取原文
获取原文并翻译 | 示例

摘要

Based on the project of Cangkou Navigable Bridge on Qingdao Bay, the viscous dampers are proposed to install between the deck and pylon to improve the longitudinal seismic response of the bridge structure. The viscous dampers are proposed to install between the deck and transition (auxiliary) piers, the lead extrusion dampers are proposed synchronously to install between the deck and pylon to improve the transversal seismic response of the bridge structure. Analysis show that the adoption of traditional earthquake-reduction design will cause the great earthquake reaction of pylon which will control the structural design. The longitudinal and transversal earthquake reaction of the bridge can be reduced effectively and the internal forces of piers and pylons can be balanced by the application of damped energy-dissipated earthquake-reduction technique, and can be used as reference to engineering practice.
机译:在青岛湾仓口通航大桥工程的基础上,建议在桥面与塔架之间安装粘性阻尼器,以改善桥梁结构的纵向地震反应。建议将粘性阻尼器安装在桥面和过渡(辅助)墩之间,同时建议将铅挤压阻尼器安装在桥面和塔架之间,以改善桥梁结构的横向地震响应。分析表明,采用传统的减震设计会引起塔架的强烈地震反应,从而控制结构设计。通过采用阻尼消能减震技术,可以有效降低桥梁的纵向和横向地震反应,平衡桥墩和内塔的内力,可为工程实践提供参考。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号