Wyniki wyszukiwania dla: TUNED MASS DAMPER

• Improvement of Performance Level of Steel Moment-Resisting Frames Using Tuned Mass Damper System

  Publikacja

  • M. Dadkhah
  • R. Kamgar
  • H. Heidarzadeh
  • A. Jakubczyk-Gałczyńska
  • R. Jankowski

  - Applied Sciences-Basel - Rok 2020

  In this paper, parameters of the tuned mass dampers are optimized to improve the performance level of steel structures during earthquakes. In this regard, a six-story steel frame is modeled using a concentrated plasticity method. Then, the optimum parameters of the Tuned Mass Damper (TMD) are determined by minimizing the maximum drift ratio of the stories. The performance level of the structure is also forced to be located in a...

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• Seismic Response of High-Rise Buildings Equipped with Base Isolation and Non-Traditional Tuned Mass Dampers

  Publikacja

  • H. Naderpour
  • N. Naji
  • D. Burkacki
  • R. Jankowski

  - Applied Sciences-Basel - Rok 2019

  One of the methods in structural control is the application of combinational control systems in order to reduce the response of structures during earthquakes. The aim of the present paper is to verify the effectiveness of a hybrid control strategy, combining base isolation and non-traditional tuned mass dampers (TMDs) (i.e., TMDs with dashpots directly connected to the ground) in suppressing structural vibrations of high-rise buildings....

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• Friction Tuned Mass Dampers in Seismic-Excited High-Rise Buildings with SSI Effects: A Reliability Assessment

  Publikacja

  • S. Etedali
  • M. Akbari
  • M. Seifi

  - Journal of Earthquake and Tsunami - Rok 2023

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• Experimental study on the effectiveness of polymer damper in damage reduction of temporary steel grandstand

  Publikacja

  • N. Lasowicz
  • A. Kwiecień
  • R. Jankowski

  - Journal of Physics : Conference Series - Rok 2015

  A large number of accidents, involving collapses of temporary grandstands during different types of events, were observed in the past. If the synchronized movement of people is tuned with the natural frequency of the affected part of the structure, resonance might occur. It may lead to severe damages of grandstands, their collapse or panic among the spectators. The aim of the paper is to assess, through preliminary experimental...

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• Reduction of steel chimney vibrations with a pendlum damper.

  Publikacja

  • R. Jankowski
  • M. Kujawa
  • C. K. Szymczak

  - Rok 2004

  Karman vortices observed around chimneys may induce dangerous structural vi-brations at certain wind velocities. The aim of this paper is to analyse theeffectiveness of pendulum damper in vibration reduction of a steel chimney. A two degree-of-freedom system is used to model the behaviour of the struc-ture equipped with a damper. The results of the study show that the use of pendulum with tuned frequency leads to significant...

• Study on Methods to Control Interstory Deflections

  Publikacja

  • S. M. Khatami
  • H. Naderpour
  • S. M. N. Razavi
  • R. Barros
  • A. Jakubczyk-Gałczyńska
  • R. Jankowski

  - Geosciences - Rok 2020

  One of the possibilities to prevent building pounding between two adjacent structures is to consider appropriate in-between separation distance. Another approach might be focused on controlling the relative displacements during seismic excitations. Although the majority of building codes around the world recommend the use of some equations of various distances between structures to avoid pounding; a lot of reports after earthquakes...

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• The Effectiveness of Polymer Damper in Damage Reduction of Temporary Steel Grandstand

  Publikacja

  • N. Lasowicz
  • R. Jankowski

  - Key Engineering Materials - Rok 2016

  A large number of accidents involving damage of temporary grandstands during different types of events were observed in the past. The aim of the paper is to analyse numerically the effectiveness of a polymer damper in damage reduction of a temporary steel scaffolding grandstand exposed to dynamic load due to jumping. The element has been installed as a diagonal one at the back part of the structure. The method has been compared...

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• Control of the bridge span vibration with high coefficient passive damper. Theoretical consideration and application

  Publikacja

  • K. Żółtowski
  • A. Banaś
  • M. Binczyk
  • P. Kalitowski

  - ENGINEERING STRUCTURES - Rok 2022

  The research was carried out due to the problem of vibration on the lively pedestrian drawbridge across the Motlawa River in the city of Gdansk. In the design stage, the main span of the footbridge showed unfavorable dynamic properties, which may create a comfort problem for pedestrians. The first vertical bending eigenfrequency was recognized as 1.64 Hz. The original design of the footbridge was equipped with a driving cylinder...

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• Virtual spring damper method for nonholonomic robotic swarm self-organization and leader following

  Publikacja

  • J. Wiech
  • V. Eremeev
  • I. Giorgio

  - CONTINUUM MECHANICS AND THERMODYNAMICS - Rok 2018

  In this paper, we demonstrate a method for self-organization and leader following of nonholonomic robotic swarm based on spring damper mesh. By self-organization of swarm robots we mean the emergence of order in a swarm as the result of interactions among the single robots. In other words the self-organization of swarm robots mimics some natural behavior of social animals like ants among others. The dynamics of two-wheel robot...

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• INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER

  Czasopisma

  ISSN: 0017-9310 , eISSN: 1879-2189