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IRIS è il sistema di gestione integrata dei dati della ricerca (persone, progetti, pubblicazioni, attività) adottato dall'Università degli Studi di Cagliari dal mese di luglio 2015.

Mostra risultati da 1 a 21 di 21
TitoloData di pubblicazioneAutore(i)RivistaEditore
Ottimizzazione di piastre in C.A. allo SLU2011Mura I; Stochino FAICAP
Buckling Analysis of Uniform Nonlinear Masonry Members under Combined Load and Different End Conditions using the Collocation Method2009MURA ICivil-Comp Press
Stability of Double-Hinged Nonlinear Masonry Members under Combined Load2008MURA ICivil-Comp Ltd.
Stability of nonlinear masonry members under combined load2008MURA ICOMPUTERS & STRUCTURES
Analytical solution for postbuckling of uniform nonlinear masonry piers2007MURA IWIT Press
Limit Analysis of Reinforced Concrete Rectangular Plates with One Free Edge2007MURA ICivil-Comp Press
Life prediction of aging engineering structures2006MURA ICivil-Comp Ltd.
Limit analysis of R.C. rectangular plates constrained at one edge and simply supported at the oppsite corners2006MURA IEditions Ziti
Application of fuzzy sets to structural reliability of existing structures2006MURA IWIT Press
Limit analysis of reinforced concrete rectangular plates with free edges2006MURA ICivil-Comp Ltd.
Secant Stiffness for no-tension masonry walls having a nonlinear constitutive law2005MURA IWIT Press
Stability of No-Tension Masonry Walls having a Non-Linear Constitutive Law2005MURA ICivil-Comp Ltd.
Study with the Chebyshev series method of a strip on an elastic nonlinear Winkler-Pasternak-type foundation2005MURA IWIT Press
Optimum weight reinforcement of concrete plates by simulated annealing2004MURA IWIT Press
Study of circular plates on an elastic nonlinear Winkler-Pasternak-type foundation with the Chebyshev series method2004MURA I; MANCA PTaylor & Francis Group
The Secant Modulus of Elasticity of Stay Cables Stiffened by Secondary Steel Cables2004MURA I
Bending behaviour studies of composite laminated plates with the FEM metod2003MURA I; ODONI ZEditore Bios
Static analysis of the Turris Lybisonis roman multispan stone arch bridge2003MURA I; Z. ODONI; M. PERRAWIT Press
Optimal design of reinforced concrete plates by simulated annealing2003MURA I
Il metodo delle serie di Chebyshev per la soluzione di problemi di contatto di tipo elastico non lineare1989Manca P; Mura I
Irrigidimento di cavi in acciaio mediante applicazione di controstralli elastici1987Mura I
   
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