Permanent ground displacement across earthquake faults, landslides and natural slopes
Apstrakt
Permanent ground displacement analysis methods, as very important aspect of the seismic dynamic analysis is explained in the paper. A methodology for probabilistic hazard assessment of permanent displacement across natural slopes and landslides caused by earthquake rupture is presented, compatible with regions with low to moderate seismicity, as well as comparison with the results of the other authors. The results show that for the most cases, in terms of displacement of earthquake faults the displacement hazard is small, in contrast to ground shaking hazard. From the other side, slope displacements (rockfalls landslides, mudflows) as side effects may cause huge consequences during the earthquake.
Izvor:
Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity, 2018, 13, 415-419Izdavač:
- Elsevier Science Bv, Amsterdam
DOI: 10.1016/j.prostr.2018.12.069
ISSN: 2452-3216
WoS: 000459860900068
Scopus: 2-s2.0-85064626683
Kolekcije
Institucija/grupa
Inovacioni centarTY - CONF AU - Žugić, Željko AU - Aranđelović, Mihajlo AU - Folić, Boris PY - 2018 UR - https://machinery.mas.bg.ac.rs/handle/123456789/2839 AB - Permanent ground displacement analysis methods, as very important aspect of the seismic dynamic analysis is explained in the paper. A methodology for probabilistic hazard assessment of permanent displacement across natural slopes and landslides caused by earthquake rupture is presented, compatible with regions with low to moderate seismicity, as well as comparison with the results of the other authors. The results show that for the most cases, in terms of displacement of earthquake faults the displacement hazard is small, in contrast to ground shaking hazard. From the other side, slope displacements (rockfalls landslides, mudflows) as side effects may cause huge consequences during the earthquake. PB - Elsevier Science Bv, Amsterdam C3 - Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity T1 - Permanent ground displacement across earthquake faults, landslides and natural slopes EP - 419 SP - 415 VL - 13 DO - 10.1016/j.prostr.2018.12.069 ER -
@conference{ author = "Žugić, Željko and Aranđelović, Mihajlo and Folić, Boris", year = "2018", abstract = "Permanent ground displacement analysis methods, as very important aspect of the seismic dynamic analysis is explained in the paper. A methodology for probabilistic hazard assessment of permanent displacement across natural slopes and landslides caused by earthquake rupture is presented, compatible with regions with low to moderate seismicity, as well as comparison with the results of the other authors. The results show that for the most cases, in terms of displacement of earthquake faults the displacement hazard is small, in contrast to ground shaking hazard. From the other side, slope displacements (rockfalls landslides, mudflows) as side effects may cause huge consequences during the earthquake.", publisher = "Elsevier Science Bv, Amsterdam", journal = "Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity", title = "Permanent ground displacement across earthquake faults, landslides and natural slopes", pages = "419-415", volume = "13", doi = "10.1016/j.prostr.2018.12.069" }
Žugić, Ž., Aranđelović, M.,& Folić, B.. (2018). Permanent ground displacement across earthquake faults, landslides and natural slopes. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity Elsevier Science Bv, Amsterdam., 13, 415-419. https://doi.org/10.1016/j.prostr.2018.12.069
Žugić Ž, Aranđelović M, Folić B. Permanent ground displacement across earthquake faults, landslides and natural slopes. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity. 2018;13:415-419. doi:10.1016/j.prostr.2018.12.069 .
Žugić, Željko, Aranđelović, Mihajlo, Folić, Boris, "Permanent ground displacement across earthquake faults, landslides and natural slopes" in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity, 13 (2018):415-419, https://doi.org/10.1016/j.prostr.2018.12.069 . .