Wind and Structures

  • 제30권4호
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  • Pages.423-432
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  • 2020
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

TMD effectiveness for steel high-rise building subjected to wind or earthquake including soil-structure interaction

  • Kontoni, Denise-Penelope N. (Department of Civil Engineering, University of the Peloponnese) ;
  • Farghaly, Ahmed Abdelraheem (Department of Civil and Architectural Constructions, Faculty of Industrial Education, Sohag University)
  • 투고 : 2019.08.05
  • 심사 : 2019.10.26
  • 발행 : 2020.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

A steel high-rise building (HRB) with 15 stories was analyzed under the dynamic load of wind or four different earthquakes taking into consideration the effect of soil-structure interaction (SSI) and using tuned mass damper (TMD) devices to resist these types of dynamic loads. The behavior of the steel HRB as a lightweight structure subjected to dynamic loads is critical especially for wind load with effect maximum at the top of the building and reduced until the base of the building, while on the contrary for seismic load with effect maximum at the base and reduced until the top of the building. The TMDs as a successful passive resistance method against the effect of wind or earthquakes is used to mitigate their effects on the steel high-rise building. Lateral displacements, top accelerations and straining actions were computed to judge the effectiveness of the TMDs on the response of the steel HRB subjected to wind or earthquakes.

키워드

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피인용 문헌

  1. Near-Fault Ground Motion Influence on the Seismic Responses of a Structure with Viscous Dampers considering SSI Effect vol.2021, 2020, https://doi.org/10.1155/2021/6649124
  2. 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
  3. Improving the seismic performance of reinforced concrete frames using an innovative metallic-shear damper vol.28, pp.3, 2021, https://doi.org/10.12989/cac.2021.28.3.275
  4. Assessment of a seismic tuned mass damper with friction fail‐safe mechanism for the vibration control of high‐rise buildings vol.28, pp.12, 2020, https://doi.org/10.1002/stc.2831