Session
Civil Engineering, Infrastructure and Environment
Description
Based on the historical catalog of earthquakes and the seismic hazard map for a recurring period of 95, 475, 975 years, Kosovo has a high potential for seismic hazards, necessitating the integration of data from disciplines such as seismogeotecnic to assess these risks effectively. High-frequency seismic ground motions are critical for engineers conducting non-linear dynamic structural analysis, especially in performance-based seismic design. By simulating earthquake ground motions using models that accurately reflect variations in intensity and frequency over time, we can improve predictions of structural performance. The purpose of the development of artificial time-histories is to provide the designer with ground motion estimates which will meet the requirements of the design guidelines at the urban zones. Analyzing the characteristics of observed accelerograms from past earthquake events enhances the ability to mitigate seismic hazards. A background of the requirements for magnitude event is presented in this paper. The work done in generating time histories which produce response spectra of comparison syntetic and real seismic events. Finally, some preliminary results from studies performed using the magnitude earthquake Ml-5.1, recorded in Sesimic station of Gjilan
Keywords:
Acceleration, Velocity, Displacement, Seismic Design
Proceedings Editor
Edmond Hajrizi
ISBN
978-9951-982-15-3
Location
UBT Kampus, Lipjan
Start Date
25-10-2024 9:00 AM
End Date
27-10-2024 6:00 PM
DOI
10.33107/ubt-ic.2024.313
Recommended Citation
Mustafa, Shemsi; Krelani, Visar; and Sinani, Besian, "Comparison of Synthetic and Real Earthquake Time Histories Recorded at Seismic Station Gjilan from the Peja Earthquake (Ml=5.1)" (2024). UBT International Conference. 13.
https://knowledgecenter.ubt-uni.net/conference/2024UBTIC/CEIE/13
Included in
Comparison of Synthetic and Real Earthquake Time Histories Recorded at Seismic Station Gjilan from the Peja Earthquake (Ml=5.1)
UBT Kampus, Lipjan
Based on the historical catalog of earthquakes and the seismic hazard map for a recurring period of 95, 475, 975 years, Kosovo has a high potential for seismic hazards, necessitating the integration of data from disciplines such as seismogeotecnic to assess these risks effectively. High-frequency seismic ground motions are critical for engineers conducting non-linear dynamic structural analysis, especially in performance-based seismic design. By simulating earthquake ground motions using models that accurately reflect variations in intensity and frequency over time, we can improve predictions of structural performance. The purpose of the development of artificial time-histories is to provide the designer with ground motion estimates which will meet the requirements of the design guidelines at the urban zones. Analyzing the characteristics of observed accelerograms from past earthquake events enhances the ability to mitigate seismic hazards. A background of the requirements for magnitude event is presented in this paper. The work done in generating time histories which produce response spectra of comparison syntetic and real seismic events. Finally, some preliminary results from studies performed using the magnitude earthquake Ml-5.1, recorded in Sesimic station of Gjilan