Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Joanna Maria Dulinska"'
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 7, Iss 0, Pp 25-34 (2016)
The aim of this paper was to investigate the dynamic response of a concrete structure subjected to a mainshock–aftershock seismic sequence. In the dynamic analysis, three components of the registered mainshock and aftershock were taken into account
Externí odkaz:
https://doaj.org/article/dc04cffa39df481e9e423458ad20020d
Publikováno v:
Sensors, Vol 20, Iss 4, p 1227 (2020)
In this paper, the seismic assessments of two footbridges, i.e., a single-span steel frame footbridge and a three-span cable-stayed structure, to the spatial variation of earthquake ground motion (SVEGM) are presented. A model of nonuniform kinematic
Externí odkaz:
https://doaj.org/article/a41fa7f770c94eef8e2e40164d7e3801
Publikováno v:
Symmetry, Vol 11, Iss 3, p 404 (2019)
In this work, an examination on the modal properties of a single-span steel-frame footbridge is presented. The footbridge is situated in Jawornik (Lesser Poland). The footbridge is symmetrical since its main structure consists of two steel frames of
Externí odkaz:
https://doaj.org/article/0dd116ebbf85487f9ce884996f6d1243
Autor:
Pawel Boron, Jaroslaw Chelmecki, Joanna Maria Dulinska, Nadzieja Jurkowska, Bartlomiej Ratajewicz, Piotr Stecz, Tadeusz Tatara
Publikováno v:
Materials
Volume 16
Issue 4
Pages: 1471
Volume 16
Issue 4
Pages: 1471
In this article, the possibility and the pertinence of using 3D printed polymeric materials for models in modal tests on shaking tables were recognized. Four stages of the research have been linked: The material properties investigation, the field ex
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1a9c57cd8d3bf03d59bac59583def1dd
Publikováno v:
Applied Sciences, Vol 12, Iss 14, p 7036 (2022)
In the paper, an advanced model of spatiotemporal mining-induced kinematic excitation (SMIKE) for multiple-support bridges exposed to mining-induced seismicity is proposed. The uniqueness of this model results from the possibility of its application
Externí odkaz:
https://doaj.org/article/557905b09e124d5298c5657b30c589e3
Publikováno v:
Energies, Vol 14, Iss 8, p 2062 (2021)
In this paper, a two-step tuning strategy of a finite element (FE) model of a bridge with pot bearings exposed to mining-triggered tremors of various intensities is proposed. In the study, a reinforced concrete bridge 160 m long is considered. Once t
Externí odkaz:
https://doaj.org/article/d70f1e15f28f4ceb8e7f655e54ec9663
Publikováno v:
Energies, Vol 13, Iss 16, p 4045 (2020)
In this paper, the dynamic responses of a large-scale multiple-support road viaduct to mining-induced seismic events registered in two regions of mining activity were compared. The regions differ in geological structure, which results in discrepancie
Externí odkaz:
https://doaj.org/article/c433b76b588145afa5151a6e23477d2d