STOCHASTIC RESPONSE OF MULTISTOREY YIELDING FRAMES = REPONSE STOCHASTIQUE DE PORTIQUES ETAGES EN AFFAISSEMENTBABER TT; YI KWEI WEN.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 3; PP. 403-416; BIBL. 13 REF.Article

Sulla rigidezza allatraslazione di strutture intelaiate = Rigidité en translation des structures en portiqueALBANESI, S; ORAZI, E; RASETTI, M et al.Giornale del genio civile. 1983, Vol 121, Num 7-8-9, pp 233-244, issn 0017-016XArticle

INVESTIGATION OF THE ELASTIC CHARACTERISTICS OF A THREE-STOREY STEEL STRUCTURE USING SYSTEM IDENTIFICATION = RECHERCHE DES CARACTERISTIQUES ELASTIQUES DE STRUCTURES EN ACIER DE TROIS ETAGES EN UTILISANT L'IDENTIFICATION DU SYSTEMEKAYA I; MCNIVEN HD.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 3; PP. 433-445; BIBL. 5 REF.Article

DEVELOPMENT OF A PRECAST-CONCRETE DUCTILE FRAME = DEVELOPPEMENT DES PORTIQUES DUCTILES EN BETON PREFABRIQUEENGLEKIRK RE.1979; J. PRESTRES. CONCR. INST.; USA; DA. 1979; VOL. 24; NO 6; PP. 46-65; BIBL. 6 REF.Article

DYNAMIC TESTS ON A MULTISTOREY MODELARMER GST.1979; MECHANICAL & INSULATING PROPERTIES OF JOINTS OF PRECASTS REINFORCED CONCRETE ELEMENTS. RILEM-CEB-CIB. SYMPOSIUM/1978/ATHENES; GRC; DA. 1979; VOL. 2; PP. 404-418; ABS. FRE; BIBL. 2 REF.Conference Paper

THE INELASTIC VIBRATION ABSORBER SUBJECTED TO EARTHQUAKE GROUND MOTIONSJAGADISH KS; RAGHU PRASAD BK; VASUDEVA RAO P et al.1979; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1979; VOL. 7; NO 4; PP. 317-326; BIBL. 13 REF.Article

ELASTIC ANALYSIS OF PREFABRICATED SHEAR WALLS BY FRAME ANALOGY METHOD = ANALYSE ELASTIQUE DE MURS DE CONTREVENTEMENT PREFABRIQUES PAR ANALOGIE AVEC DES PORTIQUES ETAGESSHARMA JB; SANTHAKUMAR AR.1982; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1982; VOL. 56; NO 9; PP. 234-241; 4 P.; BIBL. 4 REF.Article

SEISMIC RESPONSE OF REINFORCED CONCRETE BRACED FRAMES = REPONSE AUX SEISMES DES CADRES EN BETON ARME RENFORCESKAPUR V; JAIN AK.1982; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1982; VOL. 56; NO 9; PP. 242-252; BIBL. 8 REF.Article

TORSIONAL PROVISIONS IN BUILDING CODES = DISPOSITIONS POUR LA TORSION DANS LES CODES DU BATIMENTTSO WK; MENG V.1982; CAN. J. CIV. ENG.; ISSN 0315-1468; CAN; DA. 1982; VOL. 9; NO 1; PP. 38-46; ABS. FRE; BIBL. 14 REF.Article

EVALUATION DE LA FIABILITE DES PORTIQUES A ETAGES AVEC PRISE EN COMPTE DES DEFORMATIONS PLASTIQUES DES POUTRES PRINCIPALESELIZAROV SV.1981; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1981; NO 6; PP. 5-9; BIBL. 5 REF.Article

ANALISI PARAMETRICA DELL' INFLUENZA DELLE MURATURE IN EDIFICI MULTIPIANO SOGGETTI AD AZIONE SISMICA = ANALYSE PARAMETRIQUE DE L'INFLUENCE DES MACONNERIES DE REMPLISSAGE DANS LES STRUCTURES A OSSATURE MULTIETAGEES SOUMISES A L'ACTION DES SEISMESALONGI C; VITIELLO E.1980; G. GENIO CIV.; ISSN 0017-016X; ITA; DA. 1980; VOL. 118; NO 4-6; PP. 197-210; ABS. FRE/ENG/GER; BIBL. 38 REF.Article

IL CALCOLO AUTOMATICO DEI TELAI: UNA UTILIZZAZIONE DEI CALCOLATORI PROGRAMMABILI PORTATILI A SCHEDE MAGNETICHE = CALCUL AUTOMATIQUE DES PORTIQUES: UNE UTILISATION DES CALCULATRICES DE POCHE PROGRAMMABLES A CARTES MAGNETIQUESADRIANI L; FRANCIOSI V.1979; G. GENIO CIV.; ITA; DA. 1979; VOL. 117; NO 4-6; PP. 155-167; ABS. FRE/ENG/GER; BIBL. 10 REF.Article

LIMIT STATE DESIGN OF SWAY FRAMES = CALCUL A L'ETAT LIMITE DES PORTIQUES: SUJETS A DES OSCILLATIONSMAJID KI; OKDEH S.1982; STRUCT. ENGR. B; ISSN 0039-2553; GBR; DA. 1982; VOL. 60B; NO 4; PP. 76-82; BIBL. 17 REF.Article

SULLA TENACITA ANTISISMICA DELLE STRUTTURE A TELAIO IN CEMENTO ARMATO = RESILIENCE PARASISMIQUE DES STRUCTURES EN PORTIQUES EN BETON ARMECOMO M; LANNI G.1982; INDUSTR. D. COSTR.; ITA; DA. 1982; VOL. 16; NO 126; PP. 62-70; ABS. ENG/FRE/GER/SPA; BIBL. 16 REF.Article

ASSESSMENT OF STRUCTURAL DAMAGE USING THE THEORY OF EVIDENCETOUSSI S; YAO JTP.1982; STRUCTURAL SAFETY; ISSN 512478; NLD; DA. 1982; VOL. 1; NO 2; PP. 107-121; BIBL. 13 REF.Article

MODELLO DI CARICO PER LA SIMULAZIONE DI AZIONI SISMICHE = MODELE DE CHARGE POUR LA SIMULATION DES ACTIONS SISMIQUESFOCARDI F; MANZINI E.1981; INDUSTR. ITAL. CEMENTO; ITA; DA. 1981; VOL. 51; NO 4; PP. 267-278; ABS. ENG/FRE/GER; BIBL. 39 REF.Article

STRUTTURA ASTIFORME PER EDIFICI MULTIPRANI = STRUCTURE AVEC DES ELEMENTS EN FORME DE BARRES POUR DES CONSTRUCTIONS MULTIETAGEESCROCE A; ABBONDANZA P.1981; PREFABBRICAZIONE; ITA; DA. 1981; VOL. 17; NO 1; PP. 1-8; ABS. ENGArticle

DESIGN STUDIES OF MEDIUM RISE STEEL BUILDINGS = ETUDES SUR LE CALCUL DES CONSTRUCTIONS EN ACIER DE HAUTEUR MOYENNEBATTEN DF.1978; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1978-09; VOL. 65; PP. 589-600; BIBL. 7 REF.Article

SEISMIC RESPONSE OF UPLIFTING BUILDING FRAME = SOULEVEMENT D'UNE OSSATURE SOUS L'ACTION DE CHARGES SISMIQUESHUCKELBRIDGE AA JR; CLOUGH RW.1978; PROV. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1978; VOL. 104; NO 8; PP. 1211-1229; BIBL. 7 REF.Article

NON-LINEAR ANALYSIS OF MULTISTOREY INFILLED FRAMES = ANALYSE NON LINEAIRE DES PORTIQUES A ETAGES AVEC REMPLISSAGETE CHANG LIAUM; KWOK HUNG KWAN.1982; PROC.-INST. CIV. ENG. PART 2; ISSN 0307-8361; GBR; DA. 1982; VOL. 73-6; PP. 441-454; BIBL. 7 REF.Article

ITERATIVE ROTATION DISTRIBUTION IN BUILDING GRAMES = DISTRIBUTION ITERATIVE DE LA ROTATION DANS LES PORTIQUESPANDIT GS; GUPTA SP.1981; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1981; VOL. 55; NO 9; PP. 248-254; BIBL. 3 REF.Article

ANALYSIS OF MULTISTOREYED BUILDING FRAME CONSIDERING AXIAL DEFORMATION OF MEMBERS AND INCORPORATING SEQUENCES OF CONSTRUCTION = ANALYSE D'UNE OSSATURE DE BATIMENTS A PLUSIEURS ETAGES EN CONSIDERANT LA DEFORMATION AXIALE DES MEMBRURES ET EN INCORPORANT LES SEQUENCES DE CONSTRUCTIONCHAKRABARTI SC; NAYAK GC; AGARWAL SK et al.1980; J. INST. ENG., INDIAN, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 61; NO 1; PP. 30-36; BIBL. 11 REF.Article

DESIGN OF MULTISTOREY FRAMES TO SWAY DEFLECTION LIMITATIONS = CALCUL DES PORTIQUES A ETAGES MULTIPLES AFIN DE LIMITER LES DEFORMATIONS DUES AUX OSCILLATIONSANDERSON D; ISLAM MA.1979; STRUCT. ENGR, B; GBR; DA. 1979; VOL. 57; NO 1; PP. 11-17; BIBL. 10 REF.Article

THE ENHANCEMENT OF PRELIMINARY DESIGNS BY COMPUTERMOOSEKER WH; DIXON G.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. SPRING CONVENTION AND EXHIBIT/1978/PITTSBURGH PA; USA; DA. S.D.; PREPRINT 3226; 30 P.; BIBL. 10 REF.Conference Paper

Ductility in reinforced concrets frames = Ductilité d'ossatures en béton arméJAIN, A. K.Journal of the Institution of Engineers. India. Civil Engineering Division. 1984, Vol 65, Num 3-4, pp 160-164, issn 0020-336XArticle