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TORSION ANALYSIS OF SYMMETRIC BUILDING STRUCTURESCOULL A; SMITH BS.1973; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 229-233; BIBL. 2 REF.Serial Issue

ETUDE SUR LES STRUCTURES SPATIALES1975; CONSTRUCTION; FR.; DA. 1975; NO 5; PP. 150-152Article

RAEUMLICHES FLAECHENTRAGWERK DES BMW-AUTO-MUSEUMS IN MUENCHEN = SURFACE PORTEUSE SPATIALE DU MUSEE DE L'AUTOMOBILE BMW A MUNICHJETTER R; MAMNOUN ISHAK SAWIRES.1974; BETON. U. STAHLBETONBAU; DTSCH.; DA. 1974; VOL. 69; NO 6; PP. 129-133; BIBL. 6 REF.Article

EXEMPLES DE STRUCTURES SPATIALES1975; CONSTRUCTION; FR.; DA. 1975; NO 5; PP. 152-160Article

STEEL FRAME ANALYSIS AND CONNECTION SHEAR DEFORMATIONFIELDING DJ; CHEN WF.1973; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 1-18; BIBL. 11 REF.Serial Issue

COPERTURE STRUTTURALI = STRUCTURES SPATIALES EN COUVERTURESBRODKA J.1974; PREFABBRICARE; ITAL.; DA. 1974; VOL. 17; NO 6; PP. 1-4Article

COUPLED SHEAR WALLS WITH TWO AND THREE BANDS OF OPENINGSCOULL A; SUBEDI NK.1972; BUILDG SCI.; G.B.; DA. 1972; VOL. 7; NO 2; PP. 81-86; BIBL. 1 REF.Serial Issue

LE SOLLECITAZIONI DA SISMA NEI TELAI SPAZIALI = LA SOLLICITATION SISMIQUE D'UNE STRUCTURE SPATIALEFRANCIOSI V; MACERI F.1974; COSTR. CEMENTO ARMATO; ITAL.; DA. 1974; NO 11; PP. 171-201; BIBL. 3 REF.Article

SIMPLIFIED ANALYSIS FOR SHEAR WALL-FRAME INTERACTIONMACLEOD IA.1972; BUILDG SCI.; G.B.; DA. 1972; VOL. 7; NO 2; PP. 121-125; ABS. FR. ALLEM.; BIBL. 6 REF.Serial Issue

CHARGE LIMITE ADMISSIBLE D'OSSATURES RECTANGULAIRES EN ACIER, EN TANT QUE FACTEUR ECONOMIQUE DE DIMENSIONNEMENTMEDWADOWSKI J.1972; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1972; NO 187; PP. 33-45; ABS. ANGL. RUSSE; BIBL. 7 REF.Serial Issue

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

FABRICATION DES STRUCTURES TRIDIMENSIONNELLESKAMENSKIJ GN; LUCHINKIN RN; PROSTAKOV LM et al.1973; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1973; NO 7; PP. 34-36Serial Issue

FORCED VIBRATION OF A TALL STEEL-FRAME BUILDING = VIBRATION FORCEE D'UN BATIMENT DE GRANDE HAUTEUR A OSSATURE EN ACIERJENNINGS PC; MATTHIESEN RB; HOERNER JB et al.1972; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1972; VOL. 1; NO 2; PP. 107-132; BIBL. 17 REF.Serial Issue

CONTRIBUTIONS CONCERNANT LE CALCUL DES MURS DE REFEND ET DES PORTIQUES AUX CHARGES HORIZONTALES SEISMIQUESUNGUREANU N; DIACONU M.1972; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1972; VOL. 15; NO 3; PP. 67-79; ABS. ROUM. RUSSE; BIBL. 7 REF.Serial Issue

CARACTERISTIQUES STATISTIQUES DE LA FORCE ET DES CHARGES DANS LA METHODE DES ETATS LIMITE POUR LES STRUCTURES EN ACIERMENDERA Z.1972; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1972; NO 187; PP. 47-62; ABS. ANGL. RUSSE; BIBL. 13 REF.Serial Issue

APPROXIMATE ANALYSIS OF ASYMMETRIC WALL-FRAME STRUCTURESRUTENBERG A; HEIDEBRECHT AC.1975; BUILDG SCI.; G.B.; DA. 1975; VOL. 10; NO 1; PP. 27-35; BIBL. 6 REF.Article

DISTRIBUTION DES EFFORTS DUS AU VENT ENTRE PLUSIEURS ELEMENTS DE CONTREVENTEMENT. CALCUL DES SOLLICITATIONS INTERNES DANS CES ELEMENTSDELQUE J.1973; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1973; NO 305; PP. 61-100; ABS. ALLEM. ANGL. ESPSerial Issue

KONSTRUKTIONSGRUNDSAETZE FUER DEN BAU VON HOCHHAEUSERN MIT STAHL- UND STAHLBETON-GERIPPE = PRINCIPES DE CONSTRUCTION POUR L'EDIFICATION DE BATIMENTS DE GRANDE HAUTEUR A OSSATURE EN ACIER ET EN BETON ARMEHOPPE CJ.1973; BAUINGENIEUR; DTSCH.; DA. 1973; VOL. 48; NO 1; PP. 28-30Serial Issue

THE EFFECTS OF COLUMN OUT-OF-PLUMBS ON THE STABILITY OF CORE-BRACED BUILDINGS.BEAULIEU D; PERLYNN M; DUNBAR A et al.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 3; PP. 417-427; ABS. FR.; BIBL. 29 REF.Article

LES TENSOSTRUCTURES DE L'AGENCE FIAT A SAN GIOVANNI IN PERSICETO (BOLOGNE-ITALIE)MAJOWIECKI M.1972; ACIER STAHL STEEL; FR.; DA. 1972; VOL. 37; NO 12; PP. 497-502Serial Issue

USINE DE LAMINAGE A FROID DE MARDYCK1972; CONSTRUCTION; FR.; DA. 1972; VOL. 27; NO 11; PP. (2 P.)Serial Issue

SECURITE DE FONCTIONNEMENT D'UN MAT DE FORAGE EN ACIER POUR LES CHARGES ALEATOIRESMURZEWSKI J; HOTLOS F.1972; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1972; NO 187; PP. 63-78; ABS. ANGL. RUSSE; BIBL. 6 REF.Serial Issue

PARADES DE SECAO ABERTA ASSOCIADAS E PORTICOS PLANOS = COMBINAISON DE MURS A SECTION OUVERTE ET D'OSSATURES PLANESSTAMATO MC; MANCINI E.1972; REV. BRAS. TECNOL.; BRAS.; DA. 1972; VOL. 3; NO 3; PP. 139-146; ABS. ANGL.; BIBL. 14 REF.Serial Issue

COMPARISONS BETWEEN AMBIENT AND FORCED VIBRATION EXPERIMENTSTRIFUNAC MD.1972; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1972; VOL. 1; NO 2; PP. 133-150; BIBL. 1 P.Serial Issue

LA NOUVELLE USINE DE L'IMPRIMERIE NATIONALE FRANCAISE A DOUAI (NORD)CONSTATINIDIS T.1975; ACIER STAHL STEEL; FR.; DA. 1975; VOL. 40; NO 1; PP. 6-12Article

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