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Performance-based design with life-cycle cost assessment for damping systems integrated in wind excited tall buildings

机译:基于性能的设计和生命周期成本评估,用于风振高层建筑中的阻尼系统

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摘要

The application of performance-based design (PBD) is gaining increasing interest in the wind engineering community. A popular design approach to minimize wind induced vibrations in flexible civil structures is to size structural stiffness and supplemental damping systems in order to restrict the motion to a given threshold for providing safety and comfort, while ensuring that structural components meet strength requirements. In this paper the PBD paradigm is extended to wind excited tall buildings equipped with motion control systems. The objective is to improve the design of damping systems under different wind events while considering maximum acceleration as performance measure. In addition, since the installation of damping devices implies additional costs (e.g., installation and maintenance costs) while it helps decreasing the costs associated with performance failure, a life-cycle analysis (LCA) is integrated in the PBD. In the LCA framework, the percentage of building occupants affected by discomfort and motion sickness caused by excessive wind-induced vibrations is considered to account for the consequences of different target performance levels. The developed PBD is applied to a 39-story building that has documented issues with excessive vibrations under wind events. The wind load is simulated as a multivariate stochastic process, in the time domain. Two passive vibration mitigation strategies are investigated: viscous and friction dampers, both designed to meet the target performance levels. LCA are conducted for the building equipped with each damper type, and benchmarked against the one without dampers. Results show that the PBD leads to a rational and economically effective approach for the design of the damping systems in wind excited tall buildings.
机译:基于性能的设计(PBD)的应用在风力工程界越来越受到关注。最小化柔性土木结构中风引起的振动的一种流行设计方法是确定结构刚度和辅助阻尼系统的尺寸,以将运动限制在给定阈值以提供安全性和舒适性,同时确保结构部件满足强度要求。本文将PBD范式扩展到配备运动控制系统的高风振高层建筑。目的是在考虑最大加速度作为性能指标的同时,改进不同风况下的阻尼系统设计。另外,由于阻尼装置的安装意味着额外的成本(例如,安装和维护成本),同时有助于降低与性能故障相关的成本,因此在PBD中集成了生命周期分析(LCA)。在LCA框架中,受风引起的过度振动引起的不适和晕车影响的建筑居民的百分比被认为是不同目标性能水平的后果。已开发的PBD应用于一幢39层高的建筑,该建筑已记录了风事件下过度振动的问题。在时域中,风载荷被模拟为多元随机过程。研究了两种被动减振策略:粘滞阻尼器和摩擦阻尼器,两者均旨在满足目标性能水平。针对装有每种风门类型的建筑物进行LCA,并以不带风门的建筑物为基准。结果表明,PBD为风振高层建筑的阻尼系统设计提供了一种合理且经济有效的方法。

著录项

  • 来源
    《Engineering Structures》 |2019年第15期|438-451|共14页
  • 作者单位

    Iowa State Univ Dept Civil Construct & Environm Engn Ames IA 50011 USA;

    Iowa State Univ Dept Aerosp Engn Ames IA 50011 USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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