Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Athanasios Agalianos"'
Autor:
Athanasios Agalianos, Antonia Psychari, Michalis F. Vassiliou, Bozidar Stojadinovic, Ioannis Anastasopoulos
Publikováno v:
Frontiers in Built Environment, Vol 3 (2017)
Rocking isolation of structures is evolving as an alternative design concept in earthquake engineering. The present paper investigates the seismic performance of an actual overpass bridge of the Attiki Odos motorway (Athens, Greece), employing two di
Externí odkaz:
https://doaj.org/article/b625f51c80574561b23ea302c8ee2584
Publikováno v:
Géotechnique. 73:165-182
The paper studies strike-slip fault rupture propagation through dense sand and its interaction with surface foundations, combining physical and numerical modelling. A series of centrifuge tests is conducted using a three-section split-box, which allo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::704af17a4fe51721afa6f11fc7eff2d5
https://doi.org/10.1680/jgeot.21.00083
https://doi.org/10.1680/jgeot.21.00083
Publikováno v:
Earthquake Engineering & Structural Dynamics. 49:1137-1157
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ffaaa1650cb1133ef2362bd8902766dc
https://doi.org/10.1002/eqe.3282
https://doi.org/10.1002/eqe.3282
Publikováno v:
Géotechnique. 70:354-373
In this paper, the interaction of rigid slab foundations with a strike–slip fault is studied. A three-dimensional finite-element model of the soil–foundation system is developed, employing a thoroughly validated constitutive model that incorporat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::336da810ec9299fff3721f3b02057ec8
https://doi.org/10.1680/jgeot.18.p.280
https://doi.org/10.1680/jgeot.18.p.280
Publikováno v:
Soil Dynamics and Earthquake Engineering, 151
The paper investigates strike-slip fault rupture propagation through dense sand and its interaction with surface foundations, employing 3D finite element (FE) modelling. Two soil constitutive models (implemented in Abaqus through user subroutines) ar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4d0d55da377b4cc6a1f700fd760ceecf
https://hdl.handle.net/20.500.11850/508907
https://hdl.handle.net/20.500.11850/508907
Publikováno v:
Earthquake Engineering & Structural Dynamics. 47:1496-1521
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d899b3f5be9ba62f450c8e3219856c7
https://doi.org/10.1002/eqe.3027
https://doi.org/10.1002/eqe.3027
Publikováno v:
Resilient Structures and Infrastructure ISBN: 9789811374456
Major seismic events in populated areas may result in severe direct and indirect losses. Infrastructure damage can have a direct impact on the quality of life and the economy of the affected region. Even if new infrastructure could be constructed to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31af274dce6acaaeca72e375282ce6b2
https://doi.org/10.1007/978-981-13-7446-3_13
https://doi.org/10.1007/978-981-13-7446-3_13
Publikováno v:
Soil Dynamics and Earthquake Engineering. 78:201-212
Seismic damage of bridges may pose a severe threat to motorway users, and preventive closure until post-seismic inspection may be viewed as the only safe option. However, such a measure may incur pronounced losses by obstructing transportation of res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::551ab05cef2a6adb6ef4a7f49b194c2c
https://doi.org/10.1016/j.soildyn.2015.07.005
https://doi.org/10.1016/j.soildyn.2015.07.005
Publikováno v:
Soil Dynamics and Earthquake Engineering. 78:127-141
The paper introduces an efficient methodology to analyze the seismic performance of motorway bridges. Rigorous 3D models of a typical overpass bridge are developed and used to assess the efficiency of the proposed method. Fixed-base conditions are in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ced21e2f3cbe725a82c4ddfd2369e601
https://doi.org/10.1016/j.soildyn.2015.06.016
https://doi.org/10.1016/j.soildyn.2015.06.016