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au.\*:("PISTER KS")

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CONSISTENT LINEARIZATION IN MECHANICS OF SOLIDS AND STRUCTURES.HUGHES TJR; PISTER KS.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 3-4; PP. 391-397; BIBL. 4 REF.Article

OPTIMAL EARTHQUAKE-RESISTANT DESIGN: A RELIABILITY-BASED, GLOBAL COST APPROACH.VITIELLO E; PISTER KS.1976; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1976; VOL. 8; NO 3; PP. 277-299; BIBL. 1 P.Article

DECOMPOSITION OF DEFORMATION AND REPRESENTATION OF THE FREE ENERGY FUNCTION FOR ISOTROPIC THERMOELASTIC SOLIDS. = DECOMPOSITION DE LA DEFORMATION ET REPRESENTATION DE LA FONCTION D'ENERGIE LIBRE POUR DES SOLIDES THERMOELASTIQUES ISOTROPESLU SCH; PISTER KS.1975; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1975; VOL. 11; NO 7-8; PP. 927-934; BIBL. 5 REF.Article

DUAL CRITERIA APPROACH FOR OPTIMAL DESIGN OF EARTHQUAKE-RESISTANT STRUCTURAL SYSTEMS = APPROCHE DE CRITERE DOUBLE POUR LE CALCUL OPTIMAL DE SYSTEME DE STRUCTURE RESISTANT AUX SEISMESBHATTI MA; PISTER KS.1981; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1981; VOL. 9; NO 6; PP. 557-572; BIBL. 16 REF.Article

OPTIMAL SEISMIC-RESISTANT DESIGN OF A PLANAR STEEL FRAME = CONCEPTION OPTIMALE RESISTANT AUX SEISMES D'UNE CHARPENTE D'ACIER PLANEBALLING RJ; PISTER KS; CIAMPI V et al.1983; EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS; ISSN 0375-6297; GBR; DA. 1983; VOL. 11; NO 4; PP. 541-556; BIBL. 21 REF.Article

THERMOMECHANICAL CREEP OF AGING CONCRETE. A UNIFIED APPROACH = FLUAGE THERMOMECANIQUE DU BETON VIEILLISSANT. UNE APPROCHE SYNTHETISANT PLUSIEURS METHODESARGYRIS JH; PISTER KS; WILLAM KJ et al.1976; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1976; VOL. 36; NO 1; PP. 23-57; ABS. FR. ALLEM.; BIBL. 34 REF.Article

DELIGHT.STRUCT: AN OPTIMIZATION-BASED COMPUTED-AIDED DESIGN ENVIRONMENT FOR STRUCTURAL ENGINEERINGBALLING RJ; PISTER KS; POLAK E et al.1983; COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING; ISSN 0045-7825; NLD; DA. 1983; VOL. 38; NO 2; PP. 237-251; BIBL. 11 REF.Article

PACKAGE FOR OPTIMIZATION-BASED INTERACTIVE CAD = PROGRAMME POUR LA CONCEPTION PAR ORDINATEUR D'UN PROBLEME D'OPTIMISATIONBHATTI MA; PISTER KS; POLAK E et al.1981; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; ST II; PP. 2271-2284; BIBL. 14 REF.Article

IMPLICIT-EXPLICIT FINITE ELEMENTS IN NONLINEAR TRANSIENT ANALYSISHUGHES TJR; PISTER KS; TAYLOR RL et al.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 17-18; NO 1; PP. 159-182; BIBL. 42 REF.Conference Paper

SENSITIVITY ANALYSIS FOR HYSTERETIC DYNAMIC SYSTEMS: THEORY AND APPLICATIONS.RAY D; PISTER KS; POLAK E et al.1978; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1978; VOL. 14; NO 2; PP. 179-208; BIBL. 4 REF.Article

OPTIMAL DESIGN OF FRAMED STRUCTURES SUBJECTED TO EARTHQUAKES.POLAK E; PISTER KS; RAY D et al.1976; ENGNG OPTIMIZ.; G.B.; DA. 1976; VOL. 2; NO 1; PP. 65-71; BIBL. 10 REF.Article

IDENTIFICATION OF NONLINEAR ELASTIC SOLIDS BY A FINITE ELEMENT METHOD.IDING RH; PISTER KS; TAYLOR RL et al.1974; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1974; VOL. 4; NO 2; PP. 121-142; BIBL. 7 REF.Article

AN EARTHQUAKE ISOLATION SYSTEM FOR STEAM GENERATORS IN NUCLEAR POWER PLANTSBHATTI MA; CIAMPI V; KELLY JM et al.1982; NUCLEAR ENGINEERING AND DESIGN; ISSN 0029-5493; NLD; DA. 1982; VOL. 73; NO 3; PP. 229-252; BIBL. 12 REF.Article

FINITE ELEMENT ANALYSIS OF INELASTIC STRUCTURAL BEHAVIOUR.ARGYRIS JH; PISTER KS; SZIMMAT J et al.1978; NUCL. ENGNG DESIGN; NETHERL.; DA. 1978; VOL. 46; NO 1; PP. 235-262; BIBL. 26 REF.; (INT. CONF. STRUCT. MECH. REACT. TECHNOL. 4; SAN FRANCISCO, CALIF.; 1977)Conference Paper

UNIFIED CONCEPTS OF CONSTITUTIVE MODELLING AND NUMERICAL SOLUTION METHODS FOR CONCRETE CREEP PROBLEMS.ARGYRIS JH; PISTER KS; SZIMMAT J et al.1977; COMPUTER METHODS APPL. MECH.; NETHERL.; DA. 1977; VOL. 10; NO 2; PP. 199-246; BIBL. 1 P.Article

ARMA MODELS FOR EARTHQUAKE GROUND MOTIONS = MODELES ARMA POUR LES MOUVEMENTS SISMIQUES DU SOLCHANG MK; KWIATKOWSKI JW; NAU RF et al.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 5; PP. 651-662; BIBL. 19 REF.; 3 TAB. ; ILL./TABL.Article

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