Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Mira Petronijević"'
Publikováno v:
Tehnički Vjesnik, Vol 25, Iss 3, Pp 738-747 (2018)
In this paper general equation system for linear dynamic soil-structure interaction (SSI) in frequency domain is presented. The main objective of the paper is to provide and investigate a possibility to use spectral elements in SSI domain. Spectral e
Externí odkaz:
https://doaj.org/article/9a734ee1de8641a5abbb3c0ad4aaae1c
Publikováno v:
Građevinar, Vol 65, Iss 09., Pp 811-824 (2013)
A simple numerical model for the dynamic analysis of 2D frames in the frequency domain, based on the Spectral Element Method (SEM), is presented in the paper. The influence of soil-structure interaction is taken into account. The dynamic stiffness of
Externí odkaz:
https://doaj.org/article/56a02899ec194234802bdb36df6ab5e1
Publikováno v:
XI International Conference on Structural Dynamics-EURODYN 2020
A semi-analytical method deals with vertical vibrations of a massive, flexible rectangular foundation smoothly jointed to an elastic, homogeneous halfspace is presented. The method is based on the solution in frequency domain that represents a combi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::95d81cb3845dde68135ce4c7e855c771
https://doi.org/10.47964/1120.9234.19268
https://doi.org/10.47964/1120.9234.19268
Publikováno v:
Procedia Engineering
The dynamic response of rigid and flexible foundations on the soil has been subject of extensive study in the past decades. A hybrid method using a combined finite element method (FEM) and boundary element method (BEM) is the most common method used
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e2f0513563dec4ba25623bcc104108c1
https://doi.org/10.1016/j.proeng.2017.09.314
https://doi.org/10.1016/j.proeng.2017.09.314
Publikováno v:
Journal of Sound and Vibration
This paper deals with the free vibration analysis of isotropic plate assemblies using the dynamic stiffness method (DSM) based on the Reddy’s higher-order shear deformation theory (HSDT). Using the proposed method, the isotropic rectangular plate a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7f0502c4c7bef602ea44db8fe7ed810e
https://doi.org/10.1016/j.jsv.2015.11.016
https://doi.org/10.1016/j.jsv.2015.11.016
Publikováno v:
Zbornik radova Građevinskog fakulteta. 32:279-288
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5f977a1fa75a20280932d9a7de63adf
https://doi.org/10.14415/konferencijagfs2016.027
https://doi.org/10.14415/konferencijagfs2016.027
Autor:
Marko Radišić, Mira Petronijević
Publikováno v:
Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by Integral transform method (ITM
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4c9ab80bb57c1e8861b6d60d3774b765
https://doi.org/10.14415/konferencijagfs2016.056
https://doi.org/10.14415/konferencijagfs2016.056
Publikováno v:
Tehnički vjesnik
Volume 25
Issue 3
Tehnički Vjesnik, Vol 25, Iss 3, Pp 738-747 (2018)
Volume 25
Issue 3
Tehnički Vjesnik, Vol 25, Iss 3, Pp 738-747 (2018)
In this paper general equation system for linear dynamic soil-structure interaction (SSI) in frequency domain is presented. The main objective of the paper is to provide and investigate a possibility to use spectral elements in SSI domain. Spectral e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::326015b3ec9c73567e4e26a8f7bc70e7
https://hrcak.srce.hr/file/298254
https://hrcak.srce.hr/file/298254
Publikováno v:
Composite Structures
A procedure for developing the dynamic stiffness matrix of a completely free laminated composite plate based on the first-order (FSDT) and higher-order shear deformation theory (HSDT) is presented. The proposed method allows the computational analysi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ba874ea9890d080af353b36d31d1555a
https://grafar.grf.bg.ac.rs/handle/123456789/883
https://grafar.grf.bg.ac.rs/handle/123456789/883
Publikováno v:
X International Conference On Structural Dynamics (Eurodyn 2017)
Composite laminates are nowadays extensively applied in many engineering disciplines. Free vibration characteristics of such structures are not always easy to predict by using conventional finite element method (FEM). As an alternative, the dynamic s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6a21a66b3ec67794bc2b65445e432d65