首页> 外文会议>International Conference on Behaviour of Steel Structures in Seismic Areas >INTEGRATED OPTIMAL DESIGN FOR BELT TRUSS USING VISCOUS DAMPERS IN SUPER TALL BUILDINGS
【24h】

INTEGRATED OPTIMAL DESIGN FOR BELT TRUSS USING VISCOUS DAMPERS IN SUPER TALL BUILDINGS

机译:超大建筑中使用粘性阻尼器的皮带桁架集成最优设计

获取原文

摘要

Viscous dampers (VD) offer additional damping to the structure and dissipate the energy during earthquake. The structure will be safer with the reduction of response and internal forces due to increase of damping. The structural members can be further optimized for considering the reduction of earthquake actions due to additional damping introduced by the installation of viscous dampers. The integrated optimal design of belt trusses using viscous dampers is addressed in this paper. The virtual work principle is first to be employed to analyze the sensitivity of design parameters of belt truss members on the design constraints. An optimal design process applied to minimize the sizes of belt truss members is then introduced. A super tall building located in high seismicity area is applied in the final part of this paper to illustrate the effectiveness of the proposed method. Numerical analysis results show that the proposed methods are reasonable and it is effective to reduce the structure cost with the improvement of seismic performance.
机译:粘性阻尼器(VD)向结构提供额外的阻尼,并在地震期间消散能量。由于阻尼的增加,该结构将减少响应和内部力。可以进一步优化结构构件,以考虑由于通过安装粘性阻尼器引入的额外阻尼而降低了地震动作。本文解决了使用粘性阻尼器的皮带桁架的综合优化设计。首先是使用虚拟工作原理来分析腰带成员设计参数对设计约束的敏感性。然后,介绍了最佳设计过程,以最小化皮带桁架成员的尺寸。位于高地震性区域的超高高层建筑应用于本文的最后一部分,以说明所提出的方法的有效性。数值分析结果表明,该方法是合理的,可有效降低地震性能的结构成本。

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