Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Ioanna‐Kleoniki Fontara"'
Publikováno v:
geotechnik. 45:98-107
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::342e4ebea430883dd11d98a94c40698b
https://doi.org/10.1002/gete.202100028
https://doi.org/10.1002/gete.202100028
Publikováno v:
Seismic Behaviour and Design of Irregular and Complex Civil Structures III ISBN: 9783030335311
Local site conditions generate large amplifications as well as spatial variations in the seismic motions that must be accounted for in the earthquake resistant design of structures. The present paper aims to evaluate the influence of complex site eff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42ffa83e680587ef1796966648fb1c26
https://doi.org/10.1007/978-3-030-33532-8_22
https://doi.org/10.1007/978-3-030-33532-8_22
Publikováno v:
Soil Dynamics and Earthquake Engineering. 114:625-638
An alternative approach to local transmitting boundaries for wave propagation problems in unbounded media is the application of the Perfectly Matched Layers (PML) around the finite region of interest. The PML model consists of absorbing layers that a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba38bd9b9bb750b6e5e9ee476aeed437
https://doi.org/10.1016/j.soildyn.2018.06.026
https://doi.org/10.1016/j.soildyn.2018.06.026
Publikováno v:
Journal of Earthquake Engineering. 22:630-665
The assessment of the seismic performance depends on the choice of the earthquake Intensity Measure (IM). During the past years many IMs, which take into account not only earthquake characteristics but also structural information, have been proposed.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::47bf6aca99b5adf32571081ddaa8daf7
https://doi.org/10.1080/13632469.2016.1264323
https://doi.org/10.1080/13632469.2016.1264323
Publikováno v:
Procedia Engineering. 199:2348-2353
The numerical solution of wave propagation in unbounded media is of great importance in many engineering applications. An alternative approach to the application of artificial boundaries in the FEM is the Perfectly Matched Layer (PML) technique. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a68472378aac3e78d3d5b0461bf653ae
https://doi.org/10.1016/j.proeng.2017.09.222
https://doi.org/10.1016/j.proeng.2017.09.222
Publikováno v:
Geophysical Journal International. 206:921-940
In this study, we develop an efficient boundary integral equation method for estimation of seismic motion in a graded medium with multiple cavities under antiplane strain conditions. This inhomogeneous and heterogeneous medium is subjected to either
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb768d8990f6bd88a360d1ae21422eff
https://doi.org/10.1093/gji/ggw179
https://doi.org/10.1093/gji/ggw179
Publikováno v:
Journal of Theoretical and Applied Mechanics. 45:59-74
The mechanical model and the accompanied computational technique, based on the boundary integral equation method (BIEM) and Green’s function for continuously inhomogeneous half-plane were described in the first part of this work. 2D elastodynamic p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::66975995621628ef3e97ee3bafb9698b
https://doi.org/10.1515/jtam-2015-0011
https://doi.org/10.1515/jtam-2015-0011
Publikováno v:
Geophysical Journal International. 202:424-438
The proposed study deals with synthesis of seismograms by BIEM (boundary integral equation method) taking into account all three base components-seismic source, wave path and local region of interest. Consider a laterally inhomogeneous geological pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e52811264034a3165732904fa3f81729
https://doi.org/10.1093/gji/ggv149
https://doi.org/10.1093/gji/ggv149
Publikováno v:
Journal of Theoretical and Applied Mechanics. 45:87-98
This work addresses the evaluation of the seismic wave field in a graded half-plane with free-surface and/or sub-surface relief subjected to shear horizontally (SH)-polarized wave, radiating from an embedded seismic source. The considered boundary va
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ed5e739e7ae881ca9a949082dfe7b46
https://doi.org/10.1515/jtam-2015-0006
https://doi.org/10.1515/jtam-2015-0006
Autor:
George D. Manolis, Magdalini Titirla, Asimina Athanatopoulou, Frank Wuttke, Petia Dineva, Ioanna-Kleoniki Fontara
Publikováno v:
Dynamic Response of Infrastructure to Environmentally Induced Loads
Dynamic Response of Infrastructure to Environmentally Induced Loads, pp.203-217, 2017, ⟨10.1007/978-3-319-56136-3_11⟩
Dynamic Response of Infrastructure to Environmentally Induced Loads ISBN: 9783319561349
Dynamic Response of Infrastructure to Environmentally Induced Loads, pp.203-217, 2017, ⟨10.1007/978-3-319-56136-3_11⟩
Dynamic Response of Infrastructure to Environmentally Induced Loads ISBN: 9783319561349
The purpose of this work is to study the effects of site conditions on the inelastic dynamic analysis of a reinforced concrete (R/C) bridge by simultaneously considering an analysis of the surrounding soil profile via the Boundary Element Method (BEM
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e5cb9a48178e99a016e205216fa149a0
https://hal.sorbonne-universite.fr/hal-03125833
https://hal.sorbonne-universite.fr/hal-03125833