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Results 1 to 25 of 1128

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INITIAL POSTBUCKLING OF THREE-HINGED CIRCULAR ARCHSCHMIDT R.1979; J. APPL. MECH.; USA; DA. 1979; VOL. 46; NO 4; PP. 954-955; BIBL. 14 REF.Article

ON THE TOPOLOGICAL CLASSIFICATION OF POSTBUCKLING PHENOMENATHOMPSON JMT; TAN JKY; LIM KC et al.1978; J. STRUCT. MECH.; USA; DA. 1978 PUBL. 1979; VOL. 6; NO 4; PP. 383-414; BIBL. 25 REF.Article

POST-BUCKLINGANALYSIS OF TAPERED CANTILEVER COLUMNSRAJU PC; VENKATESWARA RAO G.1978; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1978; VOL. 15; NO 2; PP. 201-206; BIBL. 9 REF.Article

A MODIFIED POTENTIAL ENERGY APPROACH TO POST-BUCKLING ANALYSIS OF FRAMES.DI CARLO A; PIGNATARO M; D'ASDIA P et al.1978; Z. ANGEW. MATH. MECH.; DDR; DA. 1978; VOL. 58; NO 6; PP. 137-139; BIBL. 7 REF.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

INSTABILITE INELASTIQUE DE TORSION.CHERNYAVS'KIJ YU JE; CHERNYAKOV YU A; SHVAJKO M YU et al.1976; DOP. AKAD. NAUK UKRAJIN. R.S.R., A; S.S.S.R.; DA. 1976; NO 7; PP. 643-646; ABS. ANGL.; BIBL. 5 REF.Article

INELASTIC STABILITY OF DIAGONAL BRACES IN BUILDING FRAMES.MORINO S; SUPACHAI LIMPISVASTI; SENG LIP LEE et al.1978; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1978; VOL. 14; NO 7; PP. 591-610; BIBL. 16 REF.Article

POSTBUCKLING RING ANALYSIS.SILLS LB; BUDIANSKY B.1978; J. APPL. MECH.; U.S.A.; DA. 1978; VOL. 45; NO 1; PP. 208-210; BIBL. 5 REF.Article

DEFORMATION D'UNE POUTRE ELASTOPLASTIQUE EN FLAMBAGEKHARLAMOVA EI; NIKUSHEVA DD.1978; TEOR. PRILOZH. MEKH.; BGR; DA. 1978; VOL. 8; NO 2; PP. 86-90; BIBL. 3 REF.Article

FLEXION LONGITUDINALE DE BARRES AU STADE POST-CRITIQUE COMPTE TENU DE SON PROPRE POIDSBONDARENKO VD; BONDARENKO LN; KHMARA LA et al.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 5; PP. 54-56; BIBL. 2 REF.Article

POST-BUCKLING ANALYSIS OF SPRING-HINGED CANTILEVERVENKATESWARA RAO G; RAJU PC.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 3; PP. 495-497; BIBL. 6 REF.Article

A STUDY OF HUTCHINSON'S PLASTIC BUCKLING MODELVAN DER HEIJDEN AMA.1979; J. MECH. PHYS. SOLIDS; ISSN 0022-5096; GBR; DA. 1979; VOL. 27; NO 5-6; PP. 441-464; BIBL. 6 REF.Article

OPTIMAL DESIGN OF SYMMETRIC STRUCTURES AGAINST POSTBUCKLING COLLAPSE.MASUR EF.1978; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1978; VOL. 14; NO 4; PP. 319-326; BIBL. 15 REF.Article

EXAMINATION OF PLATE POST-BUCKLING BEHAVIOR.RHODES J; HARVEY JM.1977; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 3; PP. 461-478; BIBL. 18 REF.Article

ON THE STABILITY OF EQUILIBRIUM PATHS ASSOCIATED WITH AUTONOMOUS SYSTEMSHUSEYIN K.1981; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1981; VOL. 48; NO 1; PP. 183-187; BIBL. 7 REF.Article

POST-CRITICAL ANALYSIS OF TORSIONALLY BUCKLED STIFFENER PLATESELLINAS CP; CROLL JGA.1981; INT. J. SOLIDS STRUCT.; ISSN 0020-7683; USA; DA. 1981; VOL. 17; NO 1; PP. 11-27; BIBL. 16 REF.Article

INITIAL POSTBUCKLING BEHAVIOR OF UNIFORMLY COMPRESSED TWO-HINGED CIRCULAR ARCHESSCHMIDT R.1979; Z. ANGEW. MATH. MECH.; DDR; DA. 1979; VOL. 59; NO 9; PP. 473-474; BIBL. 14 REF.Article

POST BUCKLING BEHAVIOR UNDER MODE INTERACTION = COMPORTEMENT POSTCRITIQUE SOUS L'ACTION DE PLUSIEURS MODES DE FLAMBLEMENT (2 MODES)REIS AJ; ROORDA J.1979; PROC. AMER. SOC. CIV. ENGRE, J. ENGNG MECH. DIV.; USA; DA. 1979; VOL. 105; NO 4; PP. 609-621; BIBL. 10 REF.Article

GLOBAL BEHAVIOR OF BUCKLED STATES OF NONLINEARLY ELASTIC RODS.ANTMAN SS; ROSENFELD G.1978; S.I.A.M. REV.; USA; DA. 1978; VOL. 20; NO 3; PP. 513-566; BIBL. 2 P.Article

VOILEMENT DES COQUES CYLINDRIQUES EN COMPRESSION AXIALE.GONTIER C.1978; ; S.L.; DA. 1978; PP. 1-149; BIBL. 3 P. 1/2; (THESE DOCT.-ING.; PIERRE ET MARIE CURIE PARIS VI)Thesis

A PROPOS D'UNE CLASSE DE FORME D'EQUILIBRE POSTCRITIQUE D'UNE COQUE CYLINDRIQUE SOUS PRESSION AXIALEKHARLAMOV PV; KARAG'OZOV VA.1978; TEOR. PRILOZH. MEKH.; BALG.; DA. 1978; VOL. 9; NO 1; PP. 112-115; BIBL. 2 REF.Article

SECONDARY BUCKLING OF A FLAT PLATE UNDER UNIAXIAL COMPRESSION. 1. THEORETICAL ANALYSIS OF SIMPLY SUPPORTED FLAT PLATE.WEMURA M; BYON OI.1977; INTERNATION. J. NON-LINEAR MECH.; G.B.; DA. 1977; VOL. 12; NO 6; PP. 355-370; ABS. FR. ALLEM.; BIBL. 11 REF.Article

THE EFFECT OF MULTIPLE BUCKLING MODES ON THE POSTBUCKLING BEHAVIOUR OF PLANE ELASTIC FRAMES. II: ASYMMETRIC FRAMESRIZZI N; PIGNATARO M.1982; JOURNAL OF STRUCTURAL MECHANICS; ISSN 0360-1218; USA; DA. 1982-1983; VOL. 10; NO 4; PP. 459-474; BIBL. 19 REF.Article

A CREEP TYPE STRATEGY USED FOR TRACING THE LOAD PATH IN ELASTOPLASTIC POST BUCKLING ANALYSISKROEPLIN BH; DINKLER D.1982; COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING; ISSN 0045-7825; NLD; DA. 1982; VOL. 32; NO 1-3; PP. 365-376; BIBL. 9 REF.Conference Paper

NUMERICAL ANALYSIS OF EIGENVALUE AND INITIAL POST BUCKLING PROBLEMS USING THE PRINCIPLE OF CASTIGLIANOEL NASCHIE MS; AL ATHEL SA.1980; GAMNI. 2 METHODES NUMERIQUES DANS LES SCIENCES DE L'INGENIEUR. CONGRES INTERNATIONAL. 2/1980/CHATENAY-MALABRY; FRA; PARIS: DUNOD; DA. 1980; VOL. 2; PP. 577-588; BIBL. 4 REF.Conference Paper

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