AXISYMMETRIC CABLE-BAND MEMBRANESKUZNETSOV EN.1980; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1980; VOL. 16; NO 9; PP. 767-775; BIBL. 7 REF.Article

COLLAPSE ANALYSIS OF ELASTIC-PLASTIC TRUSSES WITH UNSTABLE BARS.CORRADI L; DE DONATO O.1977; MECH. RES. COMMUNIC.; G.B.; DA. 1977; VOL. 4; NO 6; PP. 417-422; BIBL. 6 REF.Article

INTERNATIONAL CONFERENCE ON SPACE STRUCTURES. 2 PROCEEDINGS; GUILFORD; 1975. = CONFERENCE INTERNATIONALE SUR LES STRUCTURES SPATIALES. 2. COMPTES RENDUS; GUILFORD; 19751975; GUILFORD; UNIV. SURREY; DA. 1975; PP. (890P.); H.T. 14; BIBL. DISSEM.; 4 FASCConference Paper

STATICAL-KINEMATIC ANALYSIS OF SPATIAL SYSTEMS. = ANALYSE STATIQUE-CINEMATIQUE DES SYSTEMES SPATIAUXKUZNETSOV EN.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 123-127; BIBL. 3 REF.Conference Paper

STABILITY OF BEAMLIKE LATTICE TRUSSESNOOR AK; WEISSTEIN LS.1981; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1981; VOL. 25; NO 2; PP. 179-193; BIBL. 14 REF.Article

A THEORY OF CONTINUA WITH PROJECTIVE MICROSTRUCTURE AS A MODEL FOR LARGE TRUSSESKANATANI K.1978; J. ENGNG MATH.; NLD; DA. 1978; VOL. 12; NO 4; PP. 341-356; BIBL. 14 REF.Article

SYSTEMES RETICULES RATIONNELS ET LEUR CALCULKALININ AA.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 6; PP. 61-63; BIBL. 1 REF.Article

AN ELASTIC-PLASTIC ANALYSIS OF GRID STRUCTURES. = ANALYSE ELASTOPLASTIQUE DES STRUCTURES RETICULEESDINNO KS; SAFFARINI AR.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 589-597; BIBL. 11 REF.Conference Paper

ZWISCHENRAHMENWIRKUNG AN STAENDERLOSEN STREBENFACHWERKEN MIT UNENDLICH GROSSEM TRAEGHEITSMOMENT AN BEIDEN STABENDEN = L'ACTION DES CADRES INTERMEDIAIRES SUR DES TREILLIS DIAGONAUX SANS MONTANTS VERTICAUX AYANT UN MOMENT D'INERTIE INFINIMENT GRAND AUX DEUX EXTREMITES DE LA BARREDO DOAN HAI.1981; WISSENSCHAFTL. Z.-HOCHSCH. VERKEHRSWES. "FREIDRICH LIST" DRESD.; ISSN 0323-3936; DDR; DA. 1981; VOL. 28; NO 3; PP. 649-653; BIBL. 2 REF.Article

OPTIMAL ARCHGRIDS: ALLOWANCE FOR SELFWEIGHTROZVANY GIN; NAKAMURA H; KUHNELL BT et al.1980; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1980; VOL. 24; NO 3; PP. 287-304; BIBL. 9 REF.Article

DEFORMATION OF A PLANE NET OF INEXTENSIBLE CORDSROY CHOUDHURY RL.1977; J. MATH. PHYS. SCI.; IND; DA. 1977; VOL. 11; NO 5; PP. 399-409; BIBL. 3 REF.Article

FUNDAMENTAL STUDIES ON THE STRESS ANALYSIS OF TRIANGULAR TRUSSES. = ETUDES FONDAMENTALES DE L'ANALYSE DES CONTRAINTES POUR LES CHARPENTES TRIANGULAIRESMORI M; SATO H; HATAKEYAMA T et al.1976; MEM. DEF. ACAD.; JAP.; DA. 1976; VOL. 16; NO 1; PP. 7-49; BIBL. 6 REF.Article

NACH HAUPTKRUEMMUNGSLINIEN KONSTRUIERTES SEILNETZ. = CONSTRUCTION DES STRUCTURES RETICULEES DE CABLE AVEC DES CABLES POUR LES COURBURES PRINCIPALESGASPAR Z.1976; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1976; VOL. 83; NO 1-2; PP. 103-116; ABS. ANGL. RUSSE; BIBL. 3 REF.Article

GENERALISED CYCLE BASES FOR THE FLEXIBILITY ANALYSIS OF STRUCTURES. = BASES GENERALISEES DU CYCLE POUR L'ANALYSE DE LA FLEXIBILITE DES STRUCTURESKAVEA A.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 179-183; BIBL. 9 REF.Conference Paper

THE BEHAVIOUR OF CABLE NETWORK STRUCTURES. = COMPORTEMENT DES STRUCTURES RETICULEES DE CABLESGERO JS.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 368-378; BIBL. 7 REF.Conference Paper

JUSTIFICATION DE L'UTILISATION D'UNE MAQUETTE CONTINUE EN BARRES POUR REPRESENTER UN ETAT DE CONTRAINTE PLANGERAS'KOV VP.1979; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1979; NO 3; PP. 72-74; BIBL. 3 REF.Article

ZUR THEORIE DER OPTIMALEN GELENK-STAB-SYSTEME HINREICHENDER STEIFIGKEIT = LA THEORIE DES SYSTEMES OPTIMAUX POUTRE-ARTICULATION DE RIGIDITE SUFFISANTEMICHAJLISCEV V.1979; WISSENSCH. Z. HOCHSCH. ARCHIT. BAUWES. WEIMAR; DDR; DA. 1979; VOL. 26; NO 1; PP. 27-28; BIBL. 3 REF.Article

MULTIPLE CONSTRAINTS IN STRUCTURAL OPTIMIZATIONGELLATLY RA; HELENBROOK RG; KOCHER LH et al.1978; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1978; VOL. 13; NO 2; PP. 297-309; BIBL. 7 REF.Article

OPTIMAL LAYOUT OF TRUSSES WITH FINITE NUMBERS OF JOINTSPRAGER W.1978; J. MECH. PHYS. SOLIDS; GBR; DA. 1978; VOL. 26; NO 4; PP. 241-250; BIBL. 7 REF.Article

NOSNOSC GRANICZNA RUSZTU PRZENOSZACEGO OBCIAZENIE TRAPEZOWE = CHARGE LIMITE TRAPEZOIDALE D'UN TREILLISLEWANDOWSKI R.1978; ARCH. INZYNIER. LAD.; POL; DA. 1978; VOL. 24; NO 3; PP. 377-387; ABS. RUS/ENG; BIBL. 6 REF.Article

ANALYSIS OF DOUBLE-LAYER SPACE TRUSSES BY THE EQUIVALENT CONTINUUM METHOD. = ANALYSE DES STRUCTURES SPATIALES A DOUBLE COUCHE PAR LA METHODE DU MILIEU CONTINU EQUIVALENTKOLLAR L.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 73-76; BIBL. 7 REF.Conference Paper

IS COOLING OF A NEUTRON STAR DUE TO GRAVITATIONAL RADIATION.ROMERO F; DEHNEN H.1983; ASTROPHYSICS AND SPACE SCIENCE; ISSN 0004-640X; NLD; DA. 1983; VOL. 89; NO 1; PP. 115-125; BIBL. 10 REF.Article

METHODE DES DEPLACEMENTS DANS LES PROBLEMES DE LA STABILITE D'UNE FORME PLANE DE DEFORMATION DE CONSTRUCTIONS EN BARRESDRIVING A YA.1982; STROITEL. MEKH. RESCHET SVORUZH.; SUN; DA. 1982; NO 1; PP. 42-47; BIBL. 6 REF.Article

PRAKTISCHE INSTABILITAET ELASTOSTATISCHER SYSTEME = INSTABILITE PRATIQUE DES SYSTEMES ELASTIQUES STATIQUESVIELSACK P.1981; ING.-ARCH.; ISSN 0020-1154; DEU; DA. 1981; VOL. 51; NO 1-2; PP. 151-158; ABS. ENG; BIBL. 9 REF.Article

UNIFICATION OPTIMALE DES BARRES DE CONSTRUCTIONS STRUCTURALESKLYACHIN AZ.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 4; PP. 7-12; BIBL. 4 REF.Article