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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

INFLUENCE DU FLUAGE NON LINEAIRE SUR LA STABILITE D'UN SYSTEME DE BARRES POUR DES DEPLACEMENTS FINISPROKOPOVICH IE; SOROKA NN.1980; STROITEL. MEKH. RASCHET SOORUZH; SUN; DA. 1980; NO 3; PP. 45-48; BIBL. 4 REF.Article

ETUDE DE LA STABILITE SPATIALE DE BARRES EN PROFILES PLIESSHAPIRO LA.1979; STROITEL. MEKH. RASHCET SOORUZH.; SUN; DA. 1979; NO 3; PP. 39-43; BIBL. 6 REF.Article

CONSTRUCTION D'UN MODELE DE TIGES POUR UN SYSTEME DE BANDES CROISEES D'EPAISSEUR FINIE EN VUE DE LA SOLUTION APPROCHEE D'UN PROBLEME PLAN DE LA THEORIE DE L'ELASTICITETANANAJKO OD.1978; IZVEST. AKAD. NAUK S.S.S.R., MEKH. TVERD. TELA; S.S.S.R.; DA. 1978; NO 3; PP. 48-53; BIBL. 11 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

IMPROVING THE STRUCTURAL BEHAVIOUR OF FLAT DOUBLE LAYER SPACE TRUSSES BY SIMPLE MODIFICATION.MORGAN PR; SCHMIDT LC.1977; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1977; VOL. 19; NO 1; PP. 75-83; BIBL. 16 REF.Article

DIAMOND NETWORK SYSTEMS. = SYSTEMES RETICULES EN LOSANGELE RICHOLAIS R; OKIE JS; SAWYER C et al.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 690-693Conference 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

OPTIMIZATION OF GEOMETRY IN TRUSS DESIGNSVANBERG K.1981; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1981; VOL. 28; NO 1; PP. 63-80; BIBL. 9 REF.Article

AUGMENTATION DE LA PORTANCE DES REVETEMENTS STRUCTURAUXTROFIMOVICH VV; YAKUNENKO SI.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 11; PP. 8-12; BIBL. 2 REF.Article

SUR LE PRINCIPE DE L'EQUIGRADIENT ET SON EMPLOI POUR LES PROBLEMES OPTIMISES DE STABILITE DES SYSTEMES DE POUTRESGENIEV GA.1979; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1979; NO 6; PP. 8-13; BIBL. 1 REF.Article

CHARACTERISTICS OF OPTIMAL GRIDS.TANG JW; TURCKE DJ.1977; COMPUTER METHODS APPL. MECH. ENGNG.; NETHERL.; DA. 1977; VOL. 11; NO 1; PP. 31-37; BIBL. 8 REF.Article

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