LARGE DEFLECTIONS AND STABILITY OF HINGELESS CIRCULAR ARCHES UNDER INTERACTING LOADS.DADEPPO DA; SCHMIDT R.1974; J. APPL. MECH.; U.S.A.; DA. 1974; VOL. 41; NO 4; PP. 989-994; BIBL. 17 REF.Article

LARGE AXISYMMETRIC DEFLECTIONS OF A LOOSELY CLAMPED CIRCULAR PLATE SUBJECTED TO A SYSTEM OF TWO INTERACTING LOADS. = GRANDES DEFLEXIONS AXISYMETRIQUES D'UNE PLAQUE CIRCULAIRE ENCASTREE LIBREMENT SOLLICITEE PAR UN SYSTEME DE DEUX FORCES EN INTERACTIONSCHMIDT R; DADEPPO DA.1976; INDUSTR. MATH.; U.S.A.; DA. 1976; VOL. 26; NO 1; PP. 11-16; BIBL. 7 REF.Article

THEORY OF AXISYMMETRICALLY LOADED MEMBRANES OF REVOLUTION UNDERGOING ARBITRARILY LARGE DEFLECTIONS. = THEORIE DES MEMBRANES DE REVOLUTION SOLLICITEE AXISYMETRIQUEMENT SOUS GRANDES DEFLEXIONS ARBITRAIRESSCHMIDT R; DADEPPO DA.1975; INDUSTR. MATH.; U.S.A.; DA. 1975; VOL. 25; NO 1; PP. 9-16; BIBL. 4 REF.Article

A NEW PERTURBATION METHOD IN THE NONLINEAR THEORY OF PLATES.SCHMIDT R; DADEPPO DA.1973; INDUSTR. MATH.; U.S.A.; DA. 1973; VOL. 23; NO 2; PP. 137-147; BIBL. 3 P.Article

BUCKLING AND POSTBUCKLING BEHAVIOR OF HIGH-RISE ARCHES WITH LARGE PREBUCKLING DEFLECTIONS.SCHMIDT R; DADEPPO DA.1977; INDUSTR. MATH.; U.S.A.; DA. 1977; VOL. 27; NO 2; PP. 61-74; BIBL. 4 P. 1/2Article

ON FINITE AXISYMMETRIE DEFLECTIONS OF CIRCULAR PLATES. = DEFORMATIONS AXISYMETRIQUES FINIES DES PLAQUES CIRCULAIRESSCHMIDT R; DADEPPO DA.1975; Z. ANGEW. MATH. MECH.; DTSCH.; DA. 1975; VOL. 55; NO 12; PP. 768-769; BIBL. 1 REF.Article

FINITE EXTENSIONAL DEFORMATION OF A RIGID PLASTIC ARCH.DADEPPO DA; SCHMIDT R.1974; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1974; VOL. 10; NO 9; PP. 1017-1034; ABS. RUSSE; BIBL. 6 REF.Article

VARIATIONAL FORMULATION OF NONLINEAR EQUATIONS FOR STRAIGHT ELASTIC BEAMS.SCHMIDT R; DADEPPO DA.1973; INDUSTR. MATH.; U.S.A.; DA. 1973; VOL. 23; NO 2; PP. 117-136; BIBL. 2 P.Article

LARGE DEFLECTIONS OF ELASTIC ARCHES AND BEAMS WITH SHEAR DEFORMATIONDADEPPO DA; SCHMIDT R.1972; INDUSTR. MATH.; U.S.A.; DA. 1972; VOL. 22; NO 1; PP. 17-34; BIBL. 1 P.Serial Issue

MODERATELY LARGE DEFLECTIONS OF A LOOSELY CLAMPED CIRCULAR PLATE UNDER A UNIFORMLY DISTRIBUTED LOAD. = DIFLEXIONS MODEREMENT GRANDES D'UNE PLAQUE CIRCULAIRE ENCASTREE IMPARFAITEMENT SOUS UNE CHARGE UNIFORMEMENT DISTRIBUEETUCKER JR; SCHMIDT R; DADEPPO DA et al.1975; INDUSTR. MATH.; U.S.A.; DA. 1975; VOL. 25; NO 1; PP. 17-28; BIBL. 14 REF.Article

Note on Betti's theorem for infinitesimal deformations superimposed on finite deformation of a plane curved beamDADEPPO, D. A.Journal of structural mechanics. 1987, Vol 15, Num 2, pp 177-183, issn 0360-1218Article

Stress distribution and buckling stress of plates including edge contact-frictional force effectsAHMED, M. Z; DADEPPO, D. A.International journal of solids and structures. 1994, Vol 31, Num 14, pp 1967-1979, issn 0020-7683Article

Large deflection and stability of rigid frames = Grande flèche et stabilité de portiques rigidesQASHU, R. K; DADEPPO, D. A.1983, Vol 109, Num 3, pp 765-780Article

Non linear finite element analysis of clamped arches = Calcul non linéaire par éléments finis des arcs encastrésCALHOUN, P. R; DADEPPO, D. A.Journal of structural engineering (New York, NY). 1983, Vol 109, Num 3, pp 599-612, issn 0733-9445Article

Finite axisymmetric deformation of rubber-like shells of revolutionKEPPEL, W. J; DADEPPO, D. A.Journal of applied mechanics. 1988, Vol 55, Num 2, pp 332-340, issn 0021-8936Article