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SYNTHESIS OF AERODYNAMIC TRANSFER FUNCTIONS FOR ELASTIC FLIGHT VEHICLESMORITO II J.1978; J. AIRCR.; USA; DA. 1978; VOL. 15; NO 11; PP. 777-785; BIBL. 16 REF.Article

DIE BERECHNUNG UNSYMMETRISCHER KEHLRIEGELSYSTEME. = LE CALCUL DES SYSTEMES DE MEMBRURES ARTICULEES DISSYMETRIQUESBRANDES R.1976; BAUINGENIEUR; DTSCH.; DA. 1976; VOL. 51; NO 6; PP. 231-234Article

CONSISTENT FORMULATION OF SOUND RADIATION FROM ARBITRARY STRUCTURE.ENGBLOM JJ; NELSON RB.1975; J. APPL. MECH.; U.S.A.; DA. 1975; VOL. 42; NO 2; PP. 295-300; BIBL. 19 REF.Article

MINIMUM-VOLUME DESIGN OF ELASTIC TRUSSES WITH DEFLECTION CONSTRAINTS. = CONCEPTION A VOLUME MINIMUM DES STRUCTURES RETICULEES ELASTIQUES AVEC DES CONTRAINTES SUR LES DEPLACEMENTSNAI CHIEN HUANG.1975; Z. ANGEW. MATH. PHYS.; SCHWEIZ; DA. 1975; VOL. 26; NO 4; PP. 437-452; ABS. ALLEM.; BIBL. 11 REF.Article

CALCUL DE L'ETAT DE CONTRAINTE ET DE DEFORMATION DES NOEUDS D'ASSEMBLAGE DES FERMES TUBULAIRESSOBOLEV YU V; MURASHKO NN.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 11; PP. 3-10; BIBL. 7 REF.Article

FORMALISATION ET CALCUL DES FERMES STATIQUEMENT INDETERMINEES OPTIMALESKOLUPAEV AN.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 4; PP. 27-30; BIBL. 3 REF.Article

EFFECT OF CURVATURE ON NONLINEAR FRAME ANALYSES.JAMES ME JR; KOZIK TJ; MARTINEZ JE et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 7; PP. 1451-1457; BIBL. 13 REF.Article

STABILITY ANALYSIS OF A DAMPED POLYGENIC SYSTEMS WITH RELOCATABLE MASS ALONG ITS LENGTH.KAPOOR RN; LEIPHOLZ HHE.1974; INGR.-ARCH.; DTSCH.; DA. 1974; VOL. 43; NO 4; PP. 233-239; ABS. ALLEM.; BIBL. 6 REF.Article

ACTION DES CHARGES DYNAMIQUES SUR QUELQUES SYSTEMES ELASTIQUESKUZNETSOV EB; KULAKOV NA; SHALASHILIN VI et al.1974; IN: IZBR. PROBL. PRIKL. MEKH. SB. RAB. POSVYASHCH. SHESTIDESYATILETIYU AKAD. VLADIMIRA NIKOLAEVICHA CHELOMEYA; MOSKVA; VINITI; DA. 1974; PP. 439-443; BIBL. 10 REF.Book Chapter

INFLUENCE DE POUTRES PENDULAIRES SUR LE FLAMBAGE DE CERTAINES STRUCTURESBARTLOVA A.1974; INZ. STAVBY; CESKOSL.; DA. 1974; VOL. 22; NO 6; PP. 291-295; ABS. RUSSE ANGL. ALLEM.; BIBL. 6 REF.Article

AN APPLICATION OF NETWORK-TOPOLOGICAL CONCEPTS TO THE DESIGN OF FRAMED STRUCTURES. = APPLICATION DES CONCEPTS DE RESEAUX TOPOLOGIQUES A LA CONCEPTION DES STRUCTURES RETICULEESKONISHI I; SHIRAISHI N; TANIGUCHI T et al.1974; MEM. FAC. ENGNG, KYOTO UNIV.; JAP.; DA. 1974; VOL. 36; NO 4; PP. 348-368; BIBL. 10 REF.Article

ANALYTICAL TREATMENT OF SOME EXTENDED PROBLEMS IN STRUCTURAL OPTIMIZATION. I. = TRAITEMENT ANALYTIQUE POUR QUELQUES PROBLEMES ETENDUS EN OPTIMISATION DES STRUCTURES. IROZVANY GIN.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 4; PP. 359-385; BIBL. 17 REF.Article

OPTIMALITY CONDITIONS FOR FULLY STRESSED DESIGNS.GUNNLAUGSSON GA; MARTIN JB.1973; S.I.A.M. J. APPL. MATH.; U.S.A.; DA. 1973; VOL. 25; NO 3; PP. 474-482; BIBL. 10 REF.Article

OPTIMAL SUPPORT REACTION IN ELASTIC FRAME STRUCTURESMROZ Z; LEKSZYCKI T.1981; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1981; VOL. 14; NO 3-4; PP. 179-185; BIBL. 8 REF.Article

ON THE DEFORMATION OF ONE-DIMENSIONAL STRUCTURESPETRE A.1980; REV. ROUMAINE SCI. TECH., MEC. APPL.; ROM; DA. 1980; VOL. 25; NO 1; PP. 85-97; BIBL. 4 REF.Article

BIFURCATION AND LIMIT POINT INSTABILITY OF DUAL EIGENVALUE THIRD ORDER SYSTEMSSAMUELS P.1980; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1980; VOL. 16; NO 8; PP. 743-756; BIBL. 8 REF.Article

THEORIE DU MATERIAU COMPOSITE A ARMATURE LINEAIRE ET A COMPOSANTES ANISOTROPES DE LA STRUCTUREDOLGIKH VN; FIL'SHTINSKIJ LA.1978; IZVEST. AKAD. NAUK S.S.S.R., MEKH. TVERD. TELA; SUN; DA. 1978; NO 6; PP. 53-63; BIBL. 14 REF.Article

BUCKMINSTER FULLER'S "TENSEGRITY" STRUCTURES AND CLERK MAXWELL'S RULES FOR THE CONSTRUCTION OF STIFF FRAMES.CALLADINE CR.1978; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1978; VOL. 14; NO 2; PP. 161-172; BIBL. 21 REF.Article

ON A DESCRIPTION OF A NEW "HARDNESS" TEST.ZARKA J; FRELAT J.1977; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1977; VOL. 13; NO 6; PP. 493-502; BIBL. 5 REF.Article

ZUM VERHALTEN VON STUETZKONSTRUKTIONEN BEI DURCHLAUFRESONANZEN MIT BERUECKSICHTIGUNG DER RUECKKOPPLUNG. = VIBRATIONS NON STATIONNAIRES DES STRUCTURES A EXCITATION LIMITEE PENDANT UNE FREQUENCE NATURELLEWERNER D.1977; WEISSENSCH. Z. TECH. UNIV. DRESDEN; DTSCH.; DA. 1977; VOL. 26; NO 1; PP. 216-219; BIBL. 4 REF.Article

A ROUTINE FOR SOLVING SPARSE SYSTEMS IN STRUCTURAL ANALYSIS. = UN PROGRAMME POUR LA RESOLUTION DES SYSTEMES DISPERSES EN ANALYSE DES STRUCTURESCANNAROZZI AA; D'ANNA E.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 2; PP. 99-105; BIBL. 9 REF.Article

A SIMPLE UNDERSTANDING OF ELASTIC CRITICAL LOADS. = COMPREHENSION SIMPLE DES CHARGES CRITIQUES ELASTIQUESBOLTON A.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 6; PP. 213-218; BIBL. 5 REF.Article

GRADIENT METHODS IN OPTIMUM STRUCTURAL DESIGN. = METHODES DU GRADIENT EN CONCEPTION OPTIMALE DES STRUCTURESFRIND EO; WRIGHT PM.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 939-956; BIBL. 14 REF.Article

ON THE FOUNDATION OF THE STABILITY THEORY OF ELASTIC STRUCTURES. = FONDATION DE LA THEORIE DE LA STABILITE POUR LES STRUCTURES ELASTIQUESCOMO M; GRIMALDI A.1975; MECCANICA; ITAL.; DA. 1975; VOL. 10; NO 3; PP. 170-177; ABS. ITAL.; BIBL. 6 REF.; (ITAL. ASSOC. THEOR. APPL. MECH. NATL. CONGR. 2; NAPLES; 1974)Conference Paper

OPTIMAL DESIGN OF PLANE FRAMES. = CALCUL OPTIMAL DES STRUCTURES PLANESARORA JS; HAUG EJ JR; RIM K et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 10; PP. 2063-2078; BIBL. 2 P.Article

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