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The Forming of the Bridge Structure Founded on RC Piles and Solution for Seismic Strengthening a Middle Frame
dc.creator | Folić, Boris | |
dc.creator | Sedmak, Simon | |
dc.creator | Ćosić, Mladen | |
dc.creator | Lađinović, Đorđe | |
dc.date.accessioned | 2023-12-12T09:17:02Z | |
dc.date.available | 2023-12-12T09:17:02Z | |
dc.date.issued | 2013 | |
dc.identifier.issn | 1847-9065 | |
dc.identifier.uri | http://rims.institutims.rs/handle/123456789/737 | |
dc.description.abstract | In this paper a brief review of construction of an overpass and possible methods and certain criteria of choice of seismic strengthening of the middle frame is presented. The calculation of the existing bridge-overpass using non-linear dynamic analysis (NDA) via time history (TH) while taking into account dynamic interactions between the foundations and soil is also given. In a soil-pile-structure system, the structure is modeled, including interaction effects, by using p-y curves for sand, as a link element, according to Reese model. The order of appearance of plastic hinges was analyzed. | sr |
dc.language.iso | en | sr |
dc.publisher | Faculty of Manufacturing Technologies with a seat in Prešov, Technical University of Košice, Slovačka | sr |
dc.rights | openAccess | sr |
dc.rights.uri | https://creativecommons.org/licenses/by-sa/4.0/ | |
dc.source | TEAM, 5th International Scientific and Expert Conference, Prešov, Slovakia | sr |
dc.subject | seismic strengthening | sr |
dc.subject | nonlinear dynamics analysis | sr |
dc.subject | dynamics soli pile interaction | sr |
dc.subject | link elements soil-pile | sr |
dc.title | The Forming of the Bridge Structure Founded on RC Piles and Solution for Seismic Strengthening a Middle Frame | sr |
dc.type | conferenceObject | sr |
dc.rights.license | BY-SA | sr |
dc.citation.epage | 419 | |
dc.citation.issue | 1 | |
dc.citation.spage | 416 | |
dc.citation.volume | 5 | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_rims_737 | |
dc.type.version | publishedVersion | sr |
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