THE SOLUTION OF STRUCTURAL DYNAMICS PROBLEMS BY THE GENERALIZED EULER METHODCOLLINGS AG; TEE GJ.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 3; PP. 505-515; BIBL. 18 REF.Article

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ITERATIVE SOLUTION PROCEDURES FOR LINEAR AND NON-LINEAR STRUCTURAL ANALYSISCRISFIELD MA.1979; TRANSP. ROAD RES. LAB., LAB. REP.; GBR; DA. 1979; NO 900; 29 P.; H.T. 5; BIBL. 51 REF.Serial Issue

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INELASTIC DYNAMIC ANALYSIS OF PLANE FRAMES USING DISCRETE ELEMENTSSANTHANAM TK.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. 673-683; BIBL. 10 REF.Conference Paper

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FUTURE TRENDS IN NONLINEAR STRUCTURAL ANALYSISALMROTH BO; STERN P; BROGAN FA et al.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 1-2; PP. 369-374; BIBL. 21 REF.Article

FATIGUE SUBSTANTIATION OF NON-LINEAR STRUCTURESSTOCKER BPW.1981; J. AM. HELICOPTER SOC.; ISSN 0002-8711; USA; DA. 1981; VOL. 26; NO 3; PP. 51-55Article

ENERGY MINIMIZATION VERSUS PSEUDO FORCE TECHNIQUE FOR NONLINEAR STRUCTURAL ANALYSISKAMAT MP; HAYDUK RJ.1980; COMPUTERS AND STRUCT.; GBR; DA. 1980; VOL. 11; NO 5; PP. 403-409; BIBL. 47 REF.Article

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REDUCED BASIS TECHNIQUE FOR NONLINEAR ANALYSIS OF STRUCTURESNOOR AK; PETERS JM.1979; STRUCTURES, STRUCTURAL DYNAMICS, AND MATERIALS CONFERENCE. 20/1979/ST LOUIS MO; USA; DA. 1979; VOL. 1; PP. 115-126; BIBL. 22 REF.Conference Paper

METHODE NUMERIQUE DE CALCUL DES SYSTEMES DE BARRES DEUX FOIS NON LINEAIRES DIFFEREMMENT UTILISEESPOKROVSKIJ AA.1980; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1980; NO 1; PP. 36-40; BIBL. 4 REF.Article

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ANALYSIS OF NON-LINEAR STRUCTURES USING INTEGRAL EQUATION AND ITERATIVE METHOD.DUTT O; GHOSH SK.1977; J. INST. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1977; VOL. 58; NO 1; PP. 9-12; BIBL. 7 REF.Article

ETUDE POST-CRITIQUE DES STRUCTURES ELASTIQUES PAR ELEMENTS FINISCARNOY E.1979; UNIV. LIEGE, FAC. SCI. APPL., COLLECT. PUBL.; BEL; DA. 1979; NO 76; PP. 1-32; ABS. ENG/GER; BIBL. 28 REF.Article

NONLINEAR ANALYSIS OF BEAMS. I: A SURVEY OF RECENT ADVANCESSATHYAMOORTHY M.1982; SHOCK VIB. BULL.; ISSN 0362-3874; USA; DA. 1982; VOL. 14; NO 8; PP. 19-35; BIBL. 280 REF.Article

POSTBUCKLING ANALYSIS OF ELASTIC STRUCTURES BY THE FINITE ELEMENT METHODCARNOY E.1980; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1980; VOL. 23; NO 2; PP. 143-174; BIBL. 33 REF.Article

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ON THE GEOMETRICAL STIFFNESS OF A BEAM IN SPACE - A CONSISTENT V. W. APPROACHARGYRIS JH; HILPERT O; MALEJANNAKIS GA et al.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 20; NO 1; PP. 105-131; BIBL. 11 REF.Article

SHAPE DETERMINATION OF STRUCTURES BY INVERSE VARIATIONAL PRINCIPLE: THE FINITE ELEMENT FORMULATIONSEGUCHI A; TADA Y.1979; ACTA TECH. C.S.A.V.; CKS; DA. 1979; VOL. 24; NO 2; PP. 139-148; BIBL. 5 REF.Article

THEORIE DE L'ELASTICITECOURBON JEAN.1979; TECHNIQUES DE L'INGENIEUR; FRA; PARIS: TECH.-ING.; DA. 1979; VOL. 33; NO A94; A305-A306; 33 P.; BIBL. 11 REF.; GENERALITESBook

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