A DISCRETE MODEL FOR THE PLASTIC ANALYSIS OF THIN-WALLED BEAMS OF OPEN CROSS SECTIONSACCHI PL; TRALLI A.1980; J. STRUCT. MECH.; USA; DA. 1980; VOL. 8; NO 1; PP. 93-116; BIBL. 29 REF.Article

ANALISI LIMITE DELLE TRAVI IN PARETE SOTTILE. II: LE CURVE DI INTERAZIONE APPROSSIMATE DELLE CARACTERISTICHE DI SFOZZO GENERALIZZATE ASSOCIATE A TENSIONI NORMALI E TENSIONI TANGENZIALI ALLA ST. VENANT = CALCUL AUX LIMITES DES POUTRES A PAROIS MINCES. II. COURBES D'INTERACTION APPROCHEES DES CARACTERISTIQUES DES SOLLICITATIONS GENERALISEES ASSOCIEES A DES CONTRAINTES NORMALES ET A DES CONTRAINTES TANGENTIELLES DE TYPE SAINT VENANTSACCHI PL; TRALLI A.1978; G. GENIO CIV.; ITA; DA. 1978; VOL. 116; NO 10-12; PP. 347-358; ABS. FRE/ENG/GER; BIBL. 22 REF.Article

A simple hybrid model for torsion and flexure of thin-walled beamsTRALLI, A.Computers & structures. 1986, Vol 22, Num 4, pp 649-658, issn 0045-7949Article

ANALISI LIMITE DELLE TRAVI IN PARETE SOTTILE. I. LE CURVE DI INTERAZIONE ESATTE DELLE CARATTERISTICHE DI SFORZO GENERALIZZATE ASSOCIATE A TENSIONI NORMALI = ANALYSE LIMITE DE POUTRE A PAROI MINCE. I. COURBE D'INTERACTION DES FORCES GENERALISEES EQUIVALENTE A DES CONTRAINTES NORMALESSACCHI PL; TRALLI A.1978; G. GENIO CIV.; ITA; DA. 1978; VOL. 116; NO 1-3; PP. 15-26; ABS. FRE/ENG/GER; BIBL. 45 REF.Article

RELIABILITY TESTS FOR STRUCTURES UNDER GENERAL LOADING PROCESSES. II. = ESSAIS DE FIABILITE POUR DES STRUCTURES SOUMISES A DES PROCESSUS GENERAUX DE SOLLICITATIONSDI TOMMASO A; TRALLI A.1974; ATTI ACAD. NAZION. LINCEI, R.C., CL. SCI. FIS. MAT. NAT.; ITAL.; DA. 1974; VOL. 56; NO 5; PP. 738-748; ABS. ITAL.; BIBL. 3 REF.Article

ON THE LIMIT ANALYSIS OF STEEL STRUCTURES IN PRESENCE OF SHEAR = SUR LE CALCUL A LA RUPTURE DES CONSTRUCTIONS EN ACIER COMPTE TENU DE L'EFFORT DE CISAILLEMENTCANNAROZZI AA; SACCHI PL; TRALLI A et al.1982; J. MEC. THEOR. APPL.; ISSN 0750-7240; FRA; DA. 1982; VOL. 1; NO 3; PP. 379-401; ABS. FRE; BIBL. 22 REF.Article

The fast Gauss transform for non-local integral FE modelsBENVENUTI, E; TRALLI, A.Communications in numerical methods in engineering. 2006, Vol 22, Num 6, pp 505-533, issn 1069-8299, 29 p.Article

On the analysis of unilaterally supported plates by finite element modelsCANNAROZZI, A. A; TRALLI, A.International journal of solids and structures. 1984, Vol 20, Num 2, pp 179-189, issn 0020-7683Article

Extended variational formulations and F.E. models for nonlinear beams under nonconservative loadingALLINEY, S; TRALLI, A.Computer methods in applied mechanics and engineering. 1984, Vol 46, Num 2, pp 177-194, issn 0045-7825Article

A new hybrid F.E. model for arbitrarily curved beam. I: Linear analysisBENEDETTI, A; TRALLI, A.Computers & structures. 1989, Vol 33, Num 6, pp 1437-1449, issn 0045-7949Article

A spline based approach for avoinding domain integrations in bemALESSANDRI, C; TRALLI, A.Computers & structures. 1991, Vol 41, Num 4, pp 859-868, issn 0045-7949Article

A weak formulation boundary integral equations, with application to elasticity problemsALLINEY, S; TRALLI, A.Applied mathematical modelling. 1984, Vol 8, Num 2, pp 75-80, issn 0307-904XArticle

Dynamic soil-structure interaction of coupled shear walls by boundary element methodCAPUANI, D; KLEIN, R; ANTES, H et al.Earthquake engineering & structural dynamics. 1995, Vol 24, Num 6, pp 861-879, issn 0098-8847Article

On the seismic response of a flexible wall retaining a viscous poroelastic soilLANZONIA, L; RADI, E; TRALLI, A et al.Soil dynamics and earthquake engineering (1984). 2007, Vol 27, Num 9, pp 818-842, issn 0267-7261, 25 p.Article

Effects of May 2012 Emilia earthquake on industrial buildings of early '900 on the Po river lineARTIOLI, E; BATTAGLIA, R; TRALLI, A et al.Engineering structures. 2013, Vol 56, pp 1220-1233, issn 0141-0296, 14 p.Article

A regularized XFEM model for the transition from continuous to discontinuous displacementsBENVENUTI, E; TRALLI, A; VENTURA, G et al.International journal for numerical methods in engineering. 2008, Vol 74, Num 6, pp 911-944, issn 0029-5981, 34 p.Article

Homogenised limit analysis of masonry walls, Part I: Failure surfacesMILANI, G; LOURENCO, P. B; TRALLI, A et al.Computers & structures. 2006, Vol 84, Num 3-4, pp 166-180, issn 0045-7949, 15 p.Article

Optimal spherical masonry domes of uniform strength = Optimisation des dômes sphériques en maçonnerie de résistance uniformePESCIULLESI, C; RAPAILLINI, M; TRALLI, A et al.Journal of structural engineering (New York, NY). 1997, Vol 123, Num 2, pp 203-209, issn 0733-9445Article

Boundary variational formulations and numerical solution techniques for unilateral contact problemsALLINEY, S; TRALLI, A; ALESSANDRI, C et al.Computational mechanics. 1990, Vol 6, Num 4, pp 247-257, issn 0178-7675, 11 p.Article

«Extended» variational formulations and finite element models for the elastohydrodynamic lubrication problemALLINEY, S; STROZZI, A; TRALLI, A et al.Engineering computations. 1985, Vol 2, Num 2, pp 145-150, issn 0264-4401Article

Homogenised limit analysis of masonry walls, Part II: Structural examplesMILANI, G; LOURENCO, P. B; TRALLI, A et al.Computers & structures. 2006, Vol 84, Num 3-4, pp 181-195, issn 0045-7949, 15 p.Article

On uniqueness for frictional contact rate problemsRADI, E; BIGONI, D; TRALLI, A et al.Journal of the mechanics and physics of solids. 1999, Vol 47, Num 2, pp 275-296, issn 0022-5096Article

Simple and effective equilibrium models for vibration analysis of curved rodsBENEDETTI, A; DESERI, L; TRALLI, A et al.Journal of engineering mechanics. 1996, Vol 122, Num 4, pp 291-299, issn 0733-9399Article

A two-dimensional theory for the analysis of laminated platesSAVOIA, M; LAUDIERO, F; TRALLI, A et al.Computational mechanics. 1994, Vol 14, Num 1, pp 38-51, issn 0178-7675Article

On the mechanical behaviour of a crystalline undulatorLANZONI, L; MAZZOLARI, A; GUIDI, V et al.International journal of engineering science. 2008, Vol 46, Num 9, pp 917-928, issn 0020-7225, 12 p.Article