dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Kabantsev, Oleg | |
dc.contributor.author | Perelmuter, Anatoly | |
dc.date.accessioned | 2025-03-27T12:36:56Z | |
dc.date.available | 2025-03-27T12:36:56Z | |
dc.date.issued | 2013 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157122 | |
dc.description.abstract | This paper explains the basic principles related to design prediction for stress-and-strain state of load-bearing structures taken into account the stage-wise closing of the load-bearing structures system and changing the stiffness properties for members of the design model, external constraints, time histories of the pattern and values of loadings, time histories of nature of interaction between foundation-mounted load-bearing structures and foundation structures. | en_US |
dc.format.extent | 10 p. | en_US |
dc.format.medium | Tekstas / Text | en_US |
dc.language.iso | en | en_US |
dc.relation.uri | https://etalpykla.vilniustech.lt/handle/123456789/156173 | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.source.uri | https://www.sciencedirect.com/science/article/pii/S1877705813007959 | en_US |
dc.subject | design model | en_US |
dc.subject | design prediction | en_US |
dc.subject | stress-and-strain state | en_US |
dc.subject | design model | en_US |
dc.subject | landslide pressure | en_US |
dc.subject | main working life | en_US |
dc.subject | seismic effect | en_US |
dc.subject | flooding of foundation soils | en_US |
dc.title | Modeling transition in design model when analyzing specific behaviors of structures | en_US |
dc.type | Konferencijos publikacija / Conference paper | en_US |
dcterms.accessRights | Laisvai prieinamas / Openly available | en_US |
dcterms.accrualMethod | Rankinis pateikimas / Manual submission | en_US |
dcterms.issued | 2013-05-17 | |
dcterms.license | CC BY NC ND | en_US |
dcterms.references | 6 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | Moscow Civil Engineering University | en_US |
dc.contributor.institution | SCAD Soft Ltd | en_US |
dcterms.sourcetitle | Procedia Engineering | en_US |
dc.description.volume | vol. 57 | en_US |
dc.publisher.name | Elsevier | en_US |
dc.publisher.country | United Kingdom | en_US |
dc.publisher.city | Oxford | en_US |
dc.identifier.doi | https://doi.org/10.1016/j.proeng.2013.04.062 | en_US |