INELASTICITY OF REINFORCED CONCRETE AND STRUCTURAL STANDARDSCOHN MZ.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. SPRING CONVENTION AND EXHIBIT/1978/PITTSBURGH PA; USA; DA. S.D.; PREPRINT 3212; 30 P.; BIBL. 36 REF.Conference Paper

CALCUL DES OSCILLATIONS HORIZONTALES DE ROTATION DES FONDATIONS PROFONDES AVEC PRISE EN COMPTE DES RESISTANCES INELASTIQUES DU SOLALEKSEEV BG; SHVETS NS; AGRANOVSKIJ GG et al.1980; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1980; NO 4; PP. 27-30; BIBL. 4 REF.Article

THE CONNECTION BETWEEN FRACTURE ENERGY AND INELASTIC BEHAVIOURKENDALL K.1979; ACTA METALLURG.; USA; DA. 1979; VOL. 27; NO 6; PP. 1065-1073; ABS. FRE/GER; BIBL. 32 REF.Article

ADVANCED TOPICS IN INELASTICITY AND FAILURE OF CONCRETE = NOUVELLES METHODES DE CALCUL DE L'INELASTICITE ET DES FISSURATIONS DU BETONBAZANT ZDENEK P.1979; ; SWE; STOCKHOLM: CBI; DA. 1979; 370 P.; 21 CM; BIBL. 292 REF.Report

INELASTIC BEHAVIOUR OF PROTECTED STEEL COLUMNS IN FIRE.FURUMURA F; SHINOHARA Y.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HONGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 3; PP. 193-198; ABS. FR. ALLEM.; BIBL. 4 REF.Conference Paper

STRESS-STRAIN RELATIONS AND INELASTIC STRENGTH OF CONCRETE UNDER FLEXURAL COMPRESSION = LES DIAGRAMMES CONTRAINTE-DEFORMATION ET LA RESISTANCE NON ELASTIQUE DU BETON EN COMPRESSION DUE A LA FLEXIONNIRJAR RS; FAIRBAIRN DR.1982; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1982; VOL. 56; NO 11; PP. 300-311; 7 P.; BIBL. 18 REF.Article

USE OF INELASTIC SPECTRA IN ASEISMIC DESIGN.ANAGNOSTOPOULOS SA; HAVILAND RW; BIGGS JM et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 95-109; BIBL. 14 REF.Article

A MATHEMATICAL MODEL TO PREDICT THE INELASTIC RESPONSE OF A STEEL FRAME: FORMULATION OF THE MODEL.MCNIVEN HD; MATZEN VC.1978; EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1978; VOL. 6; NO 2; PP. 189-201; BIBL. 21 REF.Article

INELASTIC RESPONSE OF REST RAINED STEEL TUBES = REPONSE INELASTIQUE DES TUBES EN ACIER FIXESJAIN AK; GOEL SC; HANSON RD et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1978; VOL. 104; NO 6; PP. 897-910; BIBL. 14 REF.Article

MODELS OF INELASTIC VOLUME DEFORMATION FOR POROUS GEOLOGIC MATERIALS.SCHATZ JF.1976; IN: EFF. VOIDS MATER. DEFORM. APPL. MECH. DIV. MEET.; SALT LAKE CITY; 1976; NEW YORK; AM. SOC. MECH. ENG.; DA. 1976; PP. 141-170; BIBL. 4 P.; 17 ILL.Conference Paper

TOTAL STRAIN THEORY AND PATH-DEPENDANCE OF CONCRETE = THEORIE DE LA CONTRAINTE TOTALE ET CHEMINEMENT DES CONTRAINTES POUR LE BETONBAZANT ZP; TSUBAKI T.1980; PROC. AM. SOC. CIV. ENG., J. ENG. MECH.-DIV.; ISSN 0044-7951; USA; DA. 1980; VOL. 106; NO 6; PP. 1151-1173; BIBL. 48 REF.Article

INELASTIC BUCKLING OF FLUID-FILLED CIRCULAR DUCTS = FLAMBEMENT INELASTIQUE DE CONDUITS CIRCULAIRES VEHICULANT UN FLUIDEHAYDL HM; SHERBOURNE AN; CHARLWOOD RG et al.1979; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1979; VOL. 67; NO 1; PP. 177-183; BIBL. 4 REF.Article

A THEORETICAL STUDY ON RESTORING FORCE CHARACTERISTICS OF REINFORCED CONCRETE FRAMED STRUCTURESNAGASAKA T.1978; PROC. FAC. ENGNG TOKAI UNIV.; JPN; DA. 1978; VOL. 5; PP. 1-27; BIBL. 28 REF.Article

EXPLICIT INELASTIC DYNAMIC DESIGN PROCEDURE FOR ASEISMIC STRUCTURES = METHODE DE CALCUL DYNAMIQUE NON ELASTIQUE FORMELLE POUR LES CONSTRUCTIONS PARASISMIQUESFINTEL M; GHOSH SK.1982; J. AM. CONCR. INST.; ISSN 0002-8061; USA; DA. 1982; VOL. 79; NO 2; PP. 110-118; BIBL. 33 REF.Article

INELASTIC CYCLIC ANALYSIS OF PIN-ENDED TUBES = CALCUL NON ELASTIQUE D'UN CYCLE DE CHARGE SUR DES TUBES ARTICULESTOMA S; CHEN WF.1982; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST10; PP. 2279-2294Article

ULTIMATE STRENGTH OF ARCHES WITH BRACING SYSTEMS = RESISTANCE ULTIME DES ARCHES AVEC DES SYSTEMES D'ENTREBOISEMENTSAKIMOTO T; KOMATSU S.1982; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO 5; PP. 1064-1076; BIBL. 10 REF.Article

SEISMIC RESPONSE OF REINFORCED CONCRETE FRAMES = REPONSE A UNE CHARGE SISMIQUE D'OSSATURES EN BETON ARMEHUMAR J.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; ST7; PP. 1215-1232; BIBL. 19 REF.Article

APPLICATION OF INELASTIC RESPONSE HISTORY ANALYSIS IN THE ASEISMIC DESIGN OF A 31-STAREY FRAME-WALL BUILDING = APPLICATION DE L'ANALYSE DU DEROULEMENT DANS LE TEMPS DE LA REPONSE INELASTIQUE DANS LE CALCUL PARASISMIQUE D'UN BATIMENT A OSSATURE DE 31 ETAGESFINTEL M; GHOSH SK.1981; EARTKQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1981; VOL. 9; NO 6; PP. 543-556; BIBL. 17 REF.Article

ADVANCED TOPICS IN INELASTICITY AND FAILURE OF CONCRETE = A PROPOS DE L'INELASTICITE ET DE LA RUPTURE DU BETONBAZANT ZDENEK P.1979; ; SWE; STOCKHOLM: CEMENT-OCH BETONGINSTITUTET; DA. 1979; 370 P.; 21 CM; BIBL. 292 REF.Book

STRUCTURAL DESIGN FOR PROTECTION OF CRUCIAL MEMBERS AGAINST EARTHQUAKE DAMAGE = CALCUL DE STRUCTURE POUR LA PROTECTION DES MEMBRURES CRITIQUES CONTRE LES DOMMAGES DUS AUX SEISMESFINTEL M; GHOSH SK.1982; STRUCTURAL ENGINEERING PRACTICE; ISSN 512494; USA; DA. 1982; VOL. 1; NO 1; PP. 21-31; BIBL. 8 REF.Article

DEFINITION ET APPLICATIONS D'UNE LOI DE COMPORTEMENT A STRUCTURE HEREDITAIREGUELIN G; TERRIEZ JM; WACK B et al.1982; CAH. GROUPE FR. RHEOL.; ISSN 0373-5699; FRA; DA. 1982; VOL. 5; NO 6; PP. 317-338; ABS. ENG; BIBL. 45 REF.Article

INFLUENCE OF P-DELTA EFFECTS ON SEISMIC DESIGN = INFLUENCE DES EFFETS DE P-DELTA SUR LE CALCUL PARASISMIQUEMONTGOMERY CJ.1981; CAN. J. CIV. ENG.; ISSN 0315-1468; CAN; DA. 1981; VOL. 8; NO 1; PP. 31-43; ABS. FRE; BIBL. 13 REF.Article

ULTIMATE LOAD BEHAVIOR OF CURVED I-BEAMS = COMPORTEMENT A LA LIMITE DE RUPTURE DE POUTRES COURBES EN IFUKUMOTO Y; NISHIDA S.1981; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1981; VOL. 107; EM2; PP. 367-385; BIBL. 13 REF.Article

CALCUL SUR ORDINATEUR DES FLEXIONS DE PLAQUES CONTINUES DE BETON ARME A SUPPORTS PONCTUELS, AVEC PRISE EN COMPTE DU PROCESSUS DE FORMATION DES FISSURESDODONOV MI; MUKHAMEDIEV TA.1980; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1980; NO 1; PP. 25-29; BIBL. 5 REF.Article

FINITE RESPONSE OF INELASTIC RC STRUCTURES = REPONSE FINIE DES STRUCTURES INELASTIQUES EN BETON ARMEHOLZER SM; SOMERS AE JR; BRADSHAW JC et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 1; PP. 17-33; BIBL. 28 REF.Article