OPTIMIZATION DESIGN OF TWO-LAYER SPACE FRAMES = CALCUL D'OPTIMISATION DE PORTIQUES SPATIAUX BI-COUCHELIND NC; MARSH C.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. FALL CONVENTION AND EXHIBIT/1977/SAN FRANCISCO CA; USA; DA. S.D.; PREPRINT 2959; 12 P.; BIBL. 5 REF.Conference Paper

ON DESIGN PROBLEMS OF GRID SHELLSBORRI C; SPINELLI P.1979; MECCANICA; ITA; DA. 1979; VOL. 14; NO 2; PP. 90-96; ABS. ITA; BIBL. 8 REF.Article

COPERTURE SPAZIALI PER STABILIMENTI ENOLOGICI IN PUGLIA = TOITURES SPATIALES POUR FABRIQUES OENOLOGIQUES A PUGLIAMEZZINA M; PRETE G; TOSTO A et al.1978; COSTR. METAL.; ITA; DA. 1978; VOL. 30; NO 5; PP. 223-228; ABS. ENG; BIBL. 2 REF.Article

SULLA GENERAZIONE DI CUPOLE GEODETICHE SU CILINDRO = GENERATION DES DOMES GEODESIQUES A L'AIDE DE CYLINDRESGENTILE A; MATILDI G.1978; COSTR. METAL.; ITA; DA. 1978; VOL. 30; NO 5; PP. 209-215; ABS. ENG; BIBL. 7 REF.Article

STRUTTURE RETICOLARI TUBIFORMI CONTRIBUTO ALL' ANALISI STATICA. = STRUCTURES SPATIALES EN TREILLIS CONTRIBUTION A L'ANALYSE STATIQUEPAOLINI L; PARADISO M.1977; COSTR. METAL.; ITAL.; DA. 1977; VOL. 29; NO 5; PP. 259-265; ABS. ANGL.; BIBL. 4 REF.Article

RECHERCHE DU TRAVAIL STATIQUE D'UNE TOITURE SPATIALE EN BARRES, EN FORME DE PYRAMIDEDIDENKO VN; SAVRANSKIJ V EH; GRANKVIST RV et al.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 5; PP. 15-20; BIBL. 2 REF.Article

DESIGN PROBLEMS OF SPACE RETICULAR STRUCTURESLA TEGOLA A.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 274-286; BIBL. 9REF.Conference Paper

STRUCTURE TRIDIMENSIONNELLE, AVANTAGES D'UNE SOLUTION EN ALUMINIUM = THREE-DIMENSIONAL STRUCTURES, ADVANTAGES OF ALUMINIUMBRISSEAUX A.1979; REV. ALUM. & APPL.; ISSN 0035-1318; FRA; DA. 1979; NO 489; PP. 437-439Article

BUCKLING OF SPACE STAYED COLUMNS = FLAMBEMENT D'UNE STRUCTURE SPATIALE DE POTEAUX DE SOUTIENHATHOUT IA; TEMPLE MC; ELLIS JS et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV; USA; DA. 1979; VOL. 105; NO 9; PP. 1805-1822; BIBL. 6 REF.Article

SUL PROBLEMA DELL' INSTABILITA LOCALE NELLE STRUTTURE RETICOLARI SPAZIALI A GUSCIO. = SUR LE PROBLEME DE L'INSTABILITE LOCALE DANS LES COQUES SPATIALES RETICULEESCHIARADIA A; PRETE G.1976; COSTR. METAL.; ITAL.; DA. 1976; VOL. 28; NO 6; PP. 306-317; ABS. ANGL.; BIBL. 15 REF.Article

UN PROCIDEMTO DI LINEARIZZAZIONE NEL CALCOLO DELLE RETI DI FUNI PRETESE = UN PROCEDE DE LINEARISATION DANS LE CALCUL DES STRUCTURES TRIDIMENSIONNELLES DE SUSPENSIONMACCONI M.1976; ATTI IST. SCI. COSTR. UNIV. PISA; ITA; DA. 1976-1977; VOL. 15; PP. 287-296; BIBL. 6 REF.Article

RAUMBILDENDE BETONELEMENTE - SCHNELLES BAUSYSTEM FUER INDUSTRIE UND GEWERBE = ELEMENTS SPATIAUX EN BETON. SYSTEME DE CONSTRUCTION RAPIDE POUR L'INDUSTRIE ET ARTISANATPRIMUS IF.1981; BETON; DEU; DA. 1981; VOL. 31; NO 1; PP. 7-8; ABS. FRE/ENGArticle

SULLA GENERAZIONE DI CUPOLE GEODETICHE SU CILINDRO = SUR LA GENERATION DES COUPOLES "GEODETIQUES" SUR CYLINDREGENTILE A; MATILDI G.1978; COSTR. METAL.; ITA; DA. 1978; NO 5; PP. 209-215; ABS. ENG; BIBL. 7 REF.Article

PROFILS CREUX: CONSTRUCTION MODERNE.IDELBERGER K.1977; ACIER STAHL STEEL; FR.; DA. 1977; VOL. 42; NO 11-12; PP. 386-391; BIBL. 1 REF.Article

GINE ALLGEMEINE THEORIE DER BERECHNUNG GEGLIEDERTER SCHEIBEN UNTER HORIZONTALER BELASTUNG IM HOCHBAU = UNE THEORIE GENERALE DE CALCUL DE VOILES ARTICULES SOUMIS A DES CHARGES HORIZONTALES, DANS LE BATIMENTLIANG QZ.1983; BAUINGENIEUR; ISSN 0005-6650; DEU; DA. 1983; VOL. 58; NO 1; PP. 19-26; ABS. ENG; BIBL. 19 REF.Article

PROBLEMS IN CONDUCTING A COLLAPSE ANALYSIS FOR SPACE FRAME ROOFS = PROBLEMES DANS LA CONDUITE DE L'ANALYSE DE L'EFFONDREMENT DE TOITURE A CHARPENTE TRIDIMENSIONNELLEEPSTEIN HI; SMITH EA.1982; STRUCTURAL ENGINEERING PRACTICE; ISSN 512494; USA; DA. 1982; VOL. 1; NO 3; PP. 201-211; BIBL. 6 REF.Article

BASIS REDUCTION CONCEPTS IN LARGE SCALE STRUCTURAL SYNTHESIS = CONCEPTS DE BASE DE REDUCTION DANS LA SYNTHESE DE GRANDE STRUCTURERAJARAMAN A; SCHMIT LA.1981; ENG. OPTIM.; ISSN 0305-215X; GBR; DA. 1981; VOL. 5; NO 2; PP. 91-104; BIBL. 8 REF.Article

BEHAVIOUR OF MULTIBAY STEEL FRAME FOLDED PLATE ROOFS = COMPORTEMENT D'UNE CHARPENTE METALLIQUE, DE STRUCTURE PRISMATIQUE A PLUSIEURS TRAVEESSUBRAMANIAN N; GANAPATHY CHETTIAR C.1979; BUILDG AND ENVIRONMENT; GBR; DA. 1979; VOL. 14; NO 4; PP. 267-274; BIBL. 10 REF.Article

INTERACTIVE GRAPHICAL PREPROCESSING OF THREE-DIMENSIONAL FRAMED STRUCTURESPESQUERA CI; MCGUIRE W; ABEL JF et al.1983; COMPUTERS & STRUCTURES; ISSN 0045-7949; USA; DA. 1983; VOL. 17; NO 1; PP. 1-12; BIBL. 11 REF.Article

SIMULTANEOUS STATIC AND KINEMATIC INDETERMINACY OF SPACE TRUSSES WITH CYCLIC SYMMETRYTARNAI T.1980; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1980; VOL. 16; NO 4; PP. 347-359; BIBL. 12 REF.Article

L'AVENIR DES STRUCTURES.DU CHATEAU S.1978; RECH. ET ARCHIT.; FR.; DA. 1978; NO 35; PP. 26-31Article

Shear deformation plate continua of large double layered space structuresMOHAMED SAMIR HEFZY; NAYFEH, A. H.International journal of solids and structures. 1986, Vol 22, Num 12, pp 1455-1469, issn 0020-7683Article

Space frame optimization subject to frequency constraintsTZE HSIN WOO.AIAA journal. 1987, Vol 25, Num 10, pp 1396-1404, issn 0001-1452Article

A PARAMETRIC STUDY OF THE INITIAL BUCKLING OF STAYED COLUMNS = UNE ETUDE PARAMETRIQUE DU FLAMBEMENT INITIAL DES STRUCTURES DE POTEAUX DE SOUTIENHOWSON WP; WILLIAMS FW.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980; VOL. 69; JUNE, PART. 2; PP. 261-279; BIBL. 9 REF.Article

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