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ELONGATION UPON TORSION IN A THEORY FOR THE INELASTIC BEHAVIOR OF METALS = ELONGATION APRES TORSION DANS UNE THEORIE POUR LE COMPORTEMENT INELASTIQUE DES METAUXVAN ARSDALE WE; HART EW; JENKINS JT et al.1980; J. APPL. PHYS.; ISSN 0021-8979; USA; DA. 1980; VOL. 51; NO 2; PP. 953-958; BIBL. 11 REF.Article

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

BEHAVIOUR OF THE CRUSHED ZONE IN ROCK INDENTATION = COMPORTEMENT DE LA ZONE CONCASSEE DANS LE DECOUPAGE DE LA ROCHELINDQVIST PA; LAI HAI HUI.1983; ROCK MECHANICS AND ROCK ENGINEERING; ISSN 514527; AUT; DA. 1983; VOL. 16; NO 3; PP. 199-207; BIBL. 2 P.Article

AN EVALUATION OF INELASTIC SEISMIC DESIGN SPECTRA = EVALUATION DU SPECTRE DE CALCUL SISMIQUE INELASTIQUEMAHIN SA; BERTERO VV.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. SPRING CONVENTION AND EXHIBIT/1978/PITTSBURGH PA; USA; DA. S.D.; PREPRINT 3278; 29 P.; BIBL. 39 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

MEAN CHARACTERISTICS OF HADRON-NUCLEAR INTERACTIONS AT ENERGIES (1-10) TEVBERDZENISHVILI OL; GARSEVANISHVILI LP; GROMOV YA et al.1982; INTERNATIONAL COSMIC CONFERENCE. 17/1981-07-13/PARIS; FRA; SACLAY: COMMISSARIAT A L'ENERGIE ATOMIQUE; DA. 1982; VOL. 11; PP. 46-49; BIBL. 16 REF.Conference Paper

ON THE DIFFERENCE OF PION AND NUCLEON INTERACTION INELASTICITY IN DENSE SUBSTANCE IN 0.5-5.0 TEV ENERGY RANGEARZUMANIAN SA; AVAKIAN VV; AVUNDJIAN AT et al.1982; INTERNATIONAL COSMIC CONFERENCE. 17/1981-07-13/PARIS; FRA; SACLAY: COMMISSARIAT A L'ENERGIE ATOMIQUE; DA. 1982; VOL. 11; PP. 30-33; BIBL. 8 REF.Conference Paper

PREDICTING INELASTIC STIFFNESS MODULI OF SHEATHING TO STUD NAIL JOINTS = PREVISION DU MODULE DE RIGIDITE INELASTIQUE DE PANNEAU POUR DES PONTS CLOUES AU POTEAULOFERSKI JR; POLENSEK A.1982; WOOD SCI.; ISSN 0043-7700; USA; DA. 1982; VOL. 15; NO 1; PP. 39-43; BIBL. 13 REF.Article

A PHYSICAL MODEL FOR THE INELASTICITY OF CONCRETE = UN MODELE PHYSIQUE POUR L'INELASTICITE DU BETONORTIZ M; POPOV EP.1982; PROC. R. SOC. LOND., SER. A, MATH. PHYS. SCI.; ISSN 0080-4630; GBR; DA. 1982; VOL. 383; NO 1784; PP. 101-125; BIBL. 27 REF.Article

PREDICTION OF THE INELASTIC BEHAVIOR OF ONE-WAY CONTINUOUS SLABS = PREVISION DU COMPORTEMENT INELASTIQUE DE DALLES CONTENUE A UNE VOIESUBRAHMANYAM BV.1979; J. AMER. CONCR. INST.; USA; DA. 1979; VOL. 76; NO 5; PP. 621-634; BIBL. 15 REF.Article

CONFAP-A COMPUTER PROGRAM FOR INELASTIC ANALYSIS OF REINFORCED CONCRETE FRAMED STRUCTURES = CONFAP-A PROGRAMME D'ORDINATEUR POUR L'ANALYSE INELASTIQUE DE STRUCTURES A CADRE EN BETON ARMEKRISHNAMOORTHY CS; MOSI DR.1980; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1980; VOL. 12; NO 5; PP. 677-687; BIBL. 14 REF.Article

MODEL FOR MILD STEEL IN INELASTIC FRAME ANALYSIS = MODELE POUR L'ACIER DOUX SERVANT AU CALCUL DES OSSATURES INELASTIQUESSANTHANAM TK.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 1; PP. 199-220; BIBL. 22 REF.Article

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

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