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kw.\*:("ELEMENT DE CONTREVENTEMENT")

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HOW TO BRACE A ONE-STORY BUILDING.BOLKER ED; CRAPO H.1977; ENVIRONMENT AND PLANNG B; G.B.; DA. 1977; VOL. 4; NO 2; PP. 125-152; BIBL. 12 REF.Article

THE DESIGN OF MASONRY INFILLED STEEL FRAMES FOR BRACING STRUCTURES.SMITH BS; RIDDINGTON JR.1978; STRUCT. ENGR, B; G.B.; DA. 1978; VOL. 56; NO 1; PP. 1-7; BIBL. 15 REF.Article

MORE ON THE BRACING OF ONE-STORY BUILDINGS.CRAPO H.1977; ENVIRONMENT AND PLANNG B; G.B.; DA. 1977; VOL. 4; NO 2; PP. 153-156; BIBL. 1 REF.Article

TRAG- UND VERFORMUNGSVERHALTEN AUS EINZELNEN FERTIGTEILEN ZUSAMMENGESETZTER WAND- UND DECKENSCHEIBEN. = RESISTANCE ET DEFORMATION DES DALLES ET MURS COMPOSE D'ELEMENTS PREFABRIQUESMEHLHORN G; SCHWING H.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 523-528; ABS. ANGL. FR.; BIBL. 10 REF.Conference Paper

CALCUL STATIQUE DES SYSTEMES DE CONTREVENTEMENT TRIDIMENSIONNELS IRREGULIERS PAR LA METHODE DES MATRICES-TRANSFERT.HENIN M.1978; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1978; NO 357; PP. 11-39; ABS. ANGL. ALLEM. ESP.; BIBL. 7 REF.Article

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