| dc.creator | Žugić, Željko | |
| dc.creator | Sedmak, Simon | |
| dc.creator | Folić, Boris | |
| dc.date.accessioned | 2022-09-19T18:33:26Z | |
| dc.date.available | 2022-09-19T18:33:26Z | |
| dc.date.issued | 2018 | |
| dc.identifier.issn | 2452-3216 | |
| dc.identifier.uri | https://machinery.mas.bg.ac.rs/handle/123456789/2910 | |
| dc.description.abstract | In the paper numerical analysis of foundation of damaged masonry structure using finite element method is presented. Retrofitting of those structures has been performed using technology DC90. By retrofit design, the foundation structure is confined with the foundation collar, connected by anchors and in which the vertical stiffening elements are anchored. Numerical quantification of benefit of seismic retrofit of building foundation in terms of future excitations was done. Additionally, the soil structure interaction issue has been addressed. | en |
| dc.publisher | Elsevier Science Bv, Amsterdam | |
| dc.rights | openAccess | |
| dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | |
| dc.source | Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity | |
| dc.subject | Seismic retrofit | en |
| dc.subject | fonudation | en |
| dc.title | Geotechnical aspects on seismic retrofit | en |
| dc.type | conferenceObject | |
| dc.rights.license | BY-NC-ND | |
| dc.citation.epage | 414 | |
| dc.citation.other | 13: 410-414 | |
| dc.citation.spage | 410 | |
| dc.citation.volume | 13 | |
| dc.identifier.doi | 10.1016/j.prostr.2018.12.068 | |
| dc.identifier.fulltext | http://machinery.mas.bg.ac.rs/bitstream/id/1603/2907.pdf | |
| dc.identifier.scopus | 2-s2.0-85064666132 | |
| dc.identifier.wos | 000459860900067 | |
| dc.type.version | publishedVersion | |
