Session
Civil Engineering, Infrastructure and Environment
Description
Lately, powerful earthquakes stroke some parts of the world, while the Balkan peninsula was hit by moderate ones. During a powerful earthquake, a building structure is invaded by an enormous quantity of kinetic energy . From the manner this energy is, first absorbed, then dissipated throughout building structure depends, not only the reaction of structure as a whole, or structural elements in particular, but the nature, the distribution and the quantity of the damages also. As Nikola Tesla once quoted: “If you want to find the secrets of universe, think in terms of energy, frequency and vibration”. In order to be able to achieve some degree of control, in structural engineering, the frequency is the fundamental parameter one must begin with. Passive control is actively implemented in the developed countries, whereas intensive laboratory examinations are underway the last two decades in the domain of semi-active and active structural control as well. This Paper deals with one of such: the seismic isolation. It represents a modest temptation in this direction. In the first 2019 conference paper, static case has been treated, whereas this paper treats the more general case – the dynamic response of a SDOF simple system.
Keywords:
Structural control, Energy, Base isolation, stiffness deployment
Session Chair
Muhamet Ahmeti
Session Co-Chair
Feti Selmani
Proceedings Editor
Edmond Hajrizi
ISBN
978-9951-437-96-7
First Page
165
Last Page
174
Location
Lipjan, Kosovo
Start Date
31-10-2020 9:00 AM
End Date
31-10-2020 10:30 AM
DOI
10.33107/ubt-ic.2020.82
Recommended Citation
Selmani, F. H., "Passive control of structures – the dynamic case" (2020). UBT International Conference. 239.
https://knowledgecenter.ubt-uni.net/conference/2020/all_events/239
Included in
Passive control of structures – the dynamic case
Lipjan, Kosovo
Lately, powerful earthquakes stroke some parts of the world, while the Balkan peninsula was hit by moderate ones. During a powerful earthquake, a building structure is invaded by an enormous quantity of kinetic energy . From the manner this energy is, first absorbed, then dissipated throughout building structure depends, not only the reaction of structure as a whole, or structural elements in particular, but the nature, the distribution and the quantity of the damages also. As Nikola Tesla once quoted: “If you want to find the secrets of universe, think in terms of energy, frequency and vibration”. In order to be able to achieve some degree of control, in structural engineering, the frequency is the fundamental parameter one must begin with. Passive control is actively implemented in the developed countries, whereas intensive laboratory examinations are underway the last two decades in the domain of semi-active and active structural control as well. This Paper deals with one of such: the seismic isolation. It represents a modest temptation in this direction. In the first 2019 conference paper, static case has been treated, whereas this paper treats the more general case – the dynamic response of a SDOF simple system.