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Results 1 to 25 of 6727

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SUR L'INELASTICITE DES INTERACTIONS DES NUCLEONS D'UNE ENERGIE DE 1 A 10 TEV AVEC LES NOYAUX DU PLOMBAZARYAN MO; MAMIDZHANYAN EH A.1973; JADER. FIZ.; S.S.S.R.; DA. 1973; VOL. 17; NO 3; PP. 561-563; ABS. ANGL.; BIBL. 5 REF.Serial Issue

A METHOD OF DETERMINATION OF INELASTIC CONSTITUTIVE EQUATIONS. = METHODE DE DETERMINATION DES EQUATIONS CONSTITUTIVE INELASTIQUESKRATOCHVIL J; ZARUBOVA N.1975; ARCH. MECH.; POLAND; DA. 1975; VOL. 27; NO 5-6; PP. 749-757; ABS. POL. RUSSE; BIBL. 19 REF.Article

INELASTIC BEHAVIOUR OF ROTATIONALLY RESTRAINED COLUMNS UNDER BIAXIAL BENDINGVINNAKOTA S; AOSHIMA Y.1974; STRUCT. ENGR.; G.B.; DA. 1974; VOL. 52; NO 7; PP. 245-255; BIBL. 13 REF.Article

EFFECT OF INELASTICITY ON MAGNETORESISTANCE.ARORA VK.1976; PHYS. STATUS SOLIDI, B; ALLEM.; DA. 1976; VOL. 73; NO 2; PP. K93-K94; BIBL. 3 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

INELASTIC DYNAMIC ANALYSIS OF TALL BUILDINGSMEYER C.1974; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1974; VOL. 2; NO 4; PP. 325-342; BIBL. 21 REF.Article

R/C COLUMN EARTHQUAKE RESPONSE IN TWO DIMENSIONSAKTAN AE; PECKNOLD DA; SOZEN MA et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 10; PP. 1999-2015; BIBL. 9 REF.Article

LOCAL AND OVERALL SPECIFIC INELASTIC ROTATION CAPACITIES IN REINFORCED CONCRETE BEAMSLENKEI P.1974; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1974; VOL. 79; NO 3-4; PP. 451-463; ABS. ALLEM. RUSSE; BIBL. 7 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

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

THE EFFECT OF DISCRETIZATION ON THE INELASTIC ANALYSIS OF PRESTRESSED CONCRETE BEAMSKULICKI JM; KOSTEM CN.1974; IN: INT. SYM. DISCRETE METHODS ENG.; MILAN; 1974; MILAN; ETAS LIBRI; DA. 1974; VOL. 1; PP. 333-345; BIBL. 8 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 ANALYSIS OF BEAM-COLUMNSKOSTEM CN; KULICKI JM.1975; IN: INT. CONF. SPACE STRUCT. 2 PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 818-822; BIBL. 8 REF.Conference Paper

INELASTIC ANALYSIS OF REINFORCED CONCRETE FRAMES = ANALYSE INELASTIQUE DE STRUCTURES EN BETON ARMECORRADI L; DE DONATO O; MAIER G et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 9; PP. 1925-1942; BIBL. 1 P.Article

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

COEFFICIENTS D'INELASTICITE DANS LES INTERACTIONS HADRONIQUESVARDANYAN IN; DEM'YANOV AI; LYUTOV SI et al.1980; IZV. AKAD. NAUK SSSR, SER. FIZ.; ISSN 0367-6765; SUN; DA. 1980; VOL. 44; NO 3; PP. 486-490; BIBL. 16 REF.Conference Paper

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 A NON-SEISMICALLY DESIGNED ELEVEN STORY REINFORCED CONCRETE BUILDING = REPONSE INELASTIQUE D'UN BATIMENT EN BETON ARME SOUMIS A L'ACTION DES SEISMES (11 BATIMENTS ETAIENT PREVUS)BUTTON MR; KELLY TE; MAYES RL et al.1983; COMPUTERS & STRUCTURES; ISSN 0045-7949; USA; DA. 1983; VOL. 16; NO 1-4; PP. 543-548; BIBL. 9 REF.Conference Paper

BUCKLING AND CYCLIC INELASTIC ANALYSIS OF STEEL TUBULAR BEAM-COLUMNSHAN DJ; CHEN WF.1983; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1983; VOL. 5; NO 2; PP. 119-132; BIBL. 21 REF.Article

SHEAR STRENGTH OF R/C BEAM-COLUMN CONNECTIONS = RESISTANCE AU CISAILLEMENT DES STRUCTURES POUTRE POTEAU EN BETON ARMEMEINHEIT DF; JIRSA JO.1981; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; ST II; PP. 2227-2244; BIBL. 24 REF.Article

CAPACITE PORTANTE D'ELEMENTS FLEXIBLES A ARMATURE IMPORTANTE ET DE GRANDE SOLIDITE, AVEC PRISE EN COMPTE DES PROPRIETES NON ELASTIQUES DU BETON ET DE L'ARMATUREBAJKOV VN; SAPRYKIN VF.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 7; PP. 20-26; BIBL. 3 REF.Article

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