المؤلفون: Cocchetti, Giuseppe, Rizzi, Egidio

المساهمون: Gabriele, Stefano, Manuello Bertetto, Amedeo, Marmo, Francesco, Micheletti, Andrea, Cocchetti, Giuseppe, Rizzi, Egidio

مصطلحات موضوعية: (symmetric circular) masonry arche, collapse mode, Couplet-Heyman problem, finite friction, least thickne, Settore ICAR/08 - Scienza delle Costruzioni

وصف الملف: text; remote

Relation: info:eu-repo/semantics/altIdentifier/isbn/978-3-031-44327-5; ispartofbook:Shell and Spatial Structures: Proceedings of IWSS 2023; IWSS 2023: 2nd Italian Workshop on Shell and Spatial Structures, Torino, Italy, 26-28 June 2023; volume:437; firstpage:683; lastpage:692; serie:LECTURE NOTES IN CIVIL ENGINEERING; alleditors:Gabriele, Stefano; Manuello Bertetto, Amedeo; Marmo, Francesco; Micheletti, Andrea; https://hdl.handle.net/10446/263061; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85177031319

الاتاحة: https://hdl.handle.net/10446/263061
https://doi.org/10.1007/978-3-031-44328-2_71

المؤلفون: Cocchetti, Giuseppe, Rizzi, Egidio

المساهمون: Cocchetti, Giuseppe, Rizzi, Egidio

مصطلحات موضوعية: (Symmetric circular) masonry arch, Couplet-Heyman problem, Least thickne, Maximum horizontal thrust, Widest angular inner-hinge position, Closed-form explicit analytical solution, Settore ICAR/08 - Scienza delle Costruzioni

وصف الملف: text; remote

Relation: info:eu-repo/semantics/altIdentifier/wos/WOS:000630822600001; volume:91; issue:6; firstpage:2617; lastpage:2639; journal:ARCHIVE OF APPLIED MECHANICS; http://hdl.handle.net/10446/177771

الاتاحة: http://hdl.handle.net/10446/177771
https://doi.org/10.1007/s00419-021-01909-1

المؤلفون: RIZZI, EGIDIO, COCCHETTI, GIUSEPPE, Rusconi F.

المساهمون: Rizzi, Egidio, Rusconi, F., Cocchetti, Giuseppe

مصطلحات موضوعية: Discrete Element Method (DEM), Discontinuous Deformation Analysis (DDA), Couplet–Heyman problem, Masonry arche, Least thickne, Collapse mode

وصف الملف: STAMPA

Relation: info:eu-repo/semantics/altIdentifier/wos/WOS:000333783400025; volume:60; firstpage:241; lastpage:257; numberofpages:17; journal:ENGINEERING STRUCTURES; http://hdl.handle.net/11311/849334; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84893001457

الاتاحة: http://hdl.handle.net/11311/849334
https://doi.org/10.1016/j.engstruct.2013.12.023

المؤلفون: RIZZI, Egidio

المساهمون: Rizzi, Egidio, Rusconi, Fabio, Cocchetti, Giuseppe

مصطلحات موضوعية: Discrete Element Method (DEM), Discontinuous Deformation Analysis (DDA), couplet–Heyman problem, masonry arche, least thickne, collapse mode, Settore ICAR/08 - Scienza delle Costruzioni

وصف الملف: text; remote

Relation: info:eu-repo/semantics/altIdentifier/wos/WOS:000333783400025; volume:60; firstpage:241; lastpage:257; journal:ENGINEERING STRUCTURES; http://hdl.handle.net/10446/30274; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84893001457; http://www.journals.elsevier.com/engineering-structures

الاتاحة: http://hdl.handle.net/10446/30274
https://doi.org/10.1016/j.engstruct.2013.12.023
http://www.journals.elsevier.com/engineering-structures