Destructive M6. 2 petrinja earthquake (Croatia) in 2020—Preliminary multidisciplinary research
On 28 December 2020, seismic activity in the wider Petrinja area strongly intensified after a
period of relative seismological quiescence that had lasted more than 100 years (since the …
period of relative seismological quiescence that had lasted more than 100 years (since the …
[HTML][HTML] Site amplification model for Croatia estimated by random vibration theory-based site response analysis
D Stanko, S Markušić - Soil dynamics and earthquake engineering, 2024 - Elsevier
Highlights•Site amplification model for Croatia is derived based on RVT site response
analysis.•Site amplification model is based on different site parameters V S30, T 0 and H …
analysis.•Site amplification model is based on different site parameters V S30, T 0 and H …
On the Use of Instrumental and Macroseismic Data to Evaluate Ground‐Motion Models: The 2019 6.4 Durres, Albania, Earthquake Sequence
E Xhafaj, KF Ma, CH Chan… - Seismological …, 2024 - pubs.geoscienceworld.org
In this study, we analyze the existing ground‐motion models (GMMs) applicable in Albania
for horizontal peak ground acceleration (PGA) and spectral acceleration (SA) using …
for horizontal peak ground acceleration (PGA) and spectral acceleration (SA) using …
Some discussions on data-driven testing of ground-motion prediction equations under the Turkish ground-motion database
Ö Kale - Journal of Earthquake Engineering, 2019 - Taylor & Francis
Data-driven testing of ground-motion prediction equations (GMPEs) can help researchers in
the ranking and selection of GMPEs for seismic hazard assessment. This paper presents …
the ranking and selection of GMPEs for seismic hazard assessment. This paper presents …
Ground Motion Characterization for Vertical Ground Motions in Turkey—Part 1: V/H Ratio Ground Motion Models
NA Alipour, MA Sandıkkaya, Z Gülerce - Pure and Applied Geophysics, 2020 - Springer
Two approaches are used to develop the vertical design spectra in probabilistic seismic
hazard assessment (PSHA):(i) performing PSHA for the vertical component using vertical …
hazard assessment (PSHA):(i) performing PSHA for the vertical component using vertical …
Seismic hazard maps for the Western Balkan
Sažetak The Harmonization of Seismic Hazard Maps in the Western Balkan Countries
Project (BSHAP) was funded for 7 years by NATO-Science for Peace Program to support the …
Project (BSHAP) was funded for 7 years by NATO-Science for Peace Program to support the …
Measuring the performance of ground‐motion models: The importance of being independent
S Mak, F Cotton… - Seismological …, 2017 - pubs.geoscienceworld.org
The results of data‐driven evaluation of ground‐motion models could be ambiguous if the
test data are not independent of all the evaluated models. In such a case, the results …
test data are not independent of all the evaluated models. In such a case, the results …
Compilation of the seismic hazard maps in Bosnia and Herzegovina
N Ademović, V Demir, S Cvijić-Amulić, J Málek… - Soil Dynamics and …, 2021 - Elsevier
Bosnia and Herzegovina is located in the center of the Western Balkans. Until 2018 Bosnia
and Herzegovina used the hazard maps based on the macroseismic intensity. The first …
and Herzegovina used the hazard maps based on the macroseismic intensity. The first …
BSHAP seismic source characterization models for the Western Balkan region
J Mihaljević, P Zupančič, N Kuka, N Kaluđerović… - Bulletin of earthquake …, 2017 - Springer
This manuscript presents the seismic source characterization models that were developed
and used for the Western Balkan region in the framework of Harmonization of Seismic …
and used for the Western Balkan region in the framework of Harmonization of Seismic …
Regionally adjusted ground motion model: Case study of the ML6.2 (Mw6.4) Petrinja (Croatia) 2020 earthquake
JS Uglešić, F Skendrović, I Lončar, S Markušić… - Studia geophysica et …, 2022 - Springer
In the wake of recent 2020 ML≥ 5.5 earthquakes in Croatia, Zagreb ML5. 5 and Petrinja
ML6. 2, the insufficient instrumental network as well as the lack of regional ground motion …
ML6. 2, the insufficient instrumental network as well as the lack of regional ground motion …