Please use this identifier to cite or link to this item: https://open.uns.ac.rs/handle/123456789/5970
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dc.contributor.authorManić, Milanen
dc.contributor.authorBulajić, Borkoen
dc.contributor.authorTrifunac M.en
dc.date.accessioned2019-09-30T08:51:38Z-
dc.date.available2019-09-30T08:51:38Z-
dc.date.issued2015-10-01en
dc.identifier.issn2677261en
dc.identifier.urihttps://open.uns.ac.rs/handle/123456789/5970-
dc.description.abstract© 2015 Elsevier Ltd. Peak ground accelerations, computed from sliding of objects during the 1969 Banja Luka earthquakes in Bosnia and Herzegovina (former Yugoslavia) are computed assuming that the ground motion consists of simple rectangular or sinusoidal pulses. The results show good agreement with observed macroseismic estimates of shaking based on the Mercalli-Cancani-Sieberg (MCS) intensity scale. The results are also in compliance with recorded accelerations during the 1973-1986 period and with recent probabilistic hazard analyses for the Banja Luka region.en
dc.relation.ispartofSoil Dynamics and Earthquake Engineeringen
dc.titleA note on peak accelerations computed from sliding of objects during the 1969 Banja Luka earthquakes in former Yugoslaviaen
dc.typeJournal/Magazine Articleen
dc.identifier.doi10.1016/j.soildyn.2015.04.021en
dc.identifier.scopus2-s2.0-84930941230en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/84930941230en
dc.relation.lastpage176en
dc.relation.firstpage164en
dc.relation.volume77en
item.grantfulltextnone-
item.fulltextNo Fulltext-
crisitem.author.deptFakultet tehničkih nauka, Departman za građevinarstvo i geodeziju-
crisitem.author.parentorgFakultet tehničkih nauka-
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