Hydraulic behaviour of a representative structural volume for containment buildings

Autor: Shahrokh Ghavamian, Gilles Pijaudier-Cabot, Antonio Huerta, Ludovic Jason

Publikováno v: Scipedia Open Access
Scipedia SL
Nuclear Engineering and Design
Nuclear Engineering and Design, 2007, 237 (12-13), pp.1259-1274. ⟨10.1016/j.nucengdes.2006.09.035⟩
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
Nuclear Engineering and Design, Elsevier, 2007, 237 (12-13), pp.1259-1274. ⟨10.1016/j.nucengdes.2006.09.035⟩

International audience; For particular structures like containment buildings of nuclear power plants, the study of the hydraulic behaviour is of great concern. These structures are indeed the third barrier used to protect the environment in case of a

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::11838f703e542b31bdbe31ffaf665666
https://www.scipedia.com/public/Jason_et_al_2007a

Truss vs solid modeling of tendons in prestressed concrete structures: Consequences on mechanical capacity of a Representative Structural Volume

Autor: Shahrokh Ghavamian, Ludovic Jason, Alexis Courtois

Publikováno v: Engineering Structures
Engineering Structures, Elsevier, 2010, 32 (6), pp.1779-1790. ⟨10.1016/j.engstruct.2010.02.029⟩
Engineering Structures, 2010, 32 (6), pp.1779-1790. ⟨10.1016/j.engstruct.2010.02.029⟩

International audience; A comparative study is carried out on the mechanical behavior of a Representative Structural Volume of a prestressed concrete structure, using the state of the art of the numerical tools for engineers (and not the most recent

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c9d1382c534a3c1fc8f560f46e9a888f
https://doi.org/10.1016/j.engstruct.2010.02.029

Mechanical simulations of SANDIA II tests OECD ISP 48 benchmark

Autor: Shahrokh Ghavamian, J.L. Valfort, Alexis Courtois

Publikováno v: Nuclear Engineering and Design. 237:1406-1418

This paper illustrates the work carried out by EDF within the framework of ISP 48 post-test analysis of NUPEC/NRC 1:4-scale model of a prestressed pressure containment vessel of a nuclear power plant [Hessheimer, M.F., Klamerus, E.W., Rightly, G.S.,

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::5fa9069620681fbf85eb214eb1455037
https://doi.org/10.1016/j.nucengdes.2006.10.012

Discussions over MECA project results

Autor: Ignacio Carol, Arnaud Delaplace, Shahrokh Ghavamian

Publikováno v: Revue Française de Génie Civil. 7:543-581

In 1999 EDF initiated a series of calculations based on several cases in order to have available a 3D constitutive model to describe the cracking of concrete to study the performance of its prestressed pressure containment vessels. For this purpose a

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::3a688d906e28512b9eedf5106ee39770
https://doi.org/10.1080/12795119.2003.9692509

Analyse du risque sismique pour les structures en béton armé élancées

Autor: Jacky Mazars, Shahrokh Ghavamian

Publikováno v: Revue Française de Génie Civil. 1:67-88

Hereafter, the seismic behaviour of slender reinforced concrete structures is studied. One can notice the significant influence of second order moments (also named P-Δ) particularly when material nonlinearity is present. These influences are governe

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ad9c73ea3669e017274beeb47acbe839
https://doi.org/10.1080/12795119.1997.9692104