Wind and Structures

  • 제30권4호
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  • Pages.379-392
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  • 2020
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Life-cycle-cost optimization for the wind load design of tall buildings equipped with TMDs

  • Venanzi, Ilaria (Department of Civil and Environmental Engineering, University of Perugia) ;
  • Ierimonti, Laura (Department of Civil and Environmental Engineering, University of Perugia) ;
  • Caracoglia, Luca (Department of Civil and Environmental Engineering, Northeastern University)
  • 투고 : 2018.06.24
  • 심사 : 2020.02.04
  • 발행 : 2020.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

The paper presents a Life-Cycle Cost-based optimization framework for wind-excited tall buildings equipped with Tuned Mass Dampers (TMDs). The objective is to minimize the Life-Cycle Cost that comprises initial costs of the structure, the control system and costs related to repair, maintenance and downtime over the building's lifetime. The integrated optimization of structural sections and mass ratio of the TMDs is carried out, leading to a set of Pareto optimal solutions. The main advantage of the proposed methodology is that, differently from the traditional optimal design approach, it allows to perform the unified design of both the structure and the control system in a Life Cycle Cost Analysis framework. The procedure quantifies wind-induced losses, related to structural and nonstructural damage, considering the stochastic nature of the loads (wind velocity and direction), the specificity of the structural modeling (e.g., non-shear-type vibration modes and torsional effects) and the presence of the TMDs. Both serviceability and ultimate limit states related to the structure and the TMDs' damage are adopted for the computation of repair costs. The application to a case study tall building allows to demonstrate the efficiency of the procedure for the integrated design of the structure and the control system.

키워드

과제정보

연구 과제 주관 기관 : National Science Foundation (NSF)

This collaborative research activity was initiated as part of Laura Ierimonti's study period at Northeastern University in 2016. This activity was supported by the University of Perugia, Italy within the framework of the International PhD program between the Universities of Perugia, Florence and TU Braunschweig. Luca Caracoglia would like to acknowledge the support of the National Science Foundation (NSF) of the United States of America, CAREER Award CMMI-0844977 in 2009-2014, and the partial support of NSF Award CMMI1434880 in 2014-2018. Luca Caracoglia also acknowledges the support of the University of Perugia, mobility program for visiting professors in 2015 ("Decreto Rettorale" D.R. 2244, 2014). Any opinions, findings and conclusions or recommendations are those of the authors and do not necessarily reflect the views of the sponsors.

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피인용 문헌

  1. Field measurement-based wind-induced response analysis of multi-tower building with tuned mass damper vol.32, pp.2, 2020, https://doi.org/10.12989/was.2021.32.2.143