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BASIC FORMULATION OF STATIC AND DYNAMIC BEHAVIOUR OF SOIL AND OTHER POROUS MEDIA = FORMULES DE BASE DU COMPORTEMENT STATIQUE ET DYNAMIQUE DU SOL ET AUTRES MILIEUX POREUXZIENKIEWICZ OC.1982; NUMERICAL METHODS IN GEOMECHANICS. NATO ADVANCED STUDY INSTITUTE/1981/VIMEIRO; NLD; DORDRECHT: D. REIDEL; DA. 1982; PP. 39-55; BIBL. 1 P.; ILL.Conference Paper

A NEW LOOK AT THE NEWMARK, HOUBOLT AND OTHER TIME STEPPING FORMULAS. A WEIGHTED RESIDUAL APPROACH.ZIENKIEWICZ OC.1977; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1977; VOL. 5; NO 4; PP. 413-418; BIBL. 13 REF.Article

CONTINUUM MECHANICS AS AN APPROACH TO ROCK MASS PROBLEMS.ZIENKIEWICZ OC.1968; ROCK.MECHANICS.IN.ENGINEERING.PRACTICE.EDITORS.STAGG.K.G.ZIENKIEWICZ..C.; 1968, P. 237 A 273Miscellaneous

THE FINITE ELEMENT METHOD AND THE SOLUTION OF SOME GEOPHYSICAL PROBLEMS.ZIENKIEWICZ OC.1976; PHILOS. TRANS. R. SOC. LONDON, A; G.B.; DA. 1976; VOL. 283; NO 12; PP. 139-151; BIBL. 27 REF.; 8 ILL.Article

PLASTIC (OR VISCO-PLASTIC) BEHAVIOUR OF AXISYMMETRIC BODIES SUBJECTED TO NON-SYMMETRIC LOADING-SEMI-ANALYTICAL FINITE ELEMENT SOLUTIONWINNICKI LA; ZIENKIEWICZ OC.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 9; PP. 1399-1412; BIBL. 18 REF.Article

A NOTE ON A SIMPLE THICK FINITE STRIP.HINTON E; ZIENKIEWICZ OC.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 5; PP. 905-907; BIBL. 5 REF.Article

FINITE ELEMENT ANALYSIS OF STEADY FLOW OF NON-NEWTONIAN FLUIDS.GODBOLE PN; ZIENKIEWICZ OC.1974; IN: FINITE ELEM. METHODS ENG. PROC. INT. CONF.; KENSINGTON, AUST.; 1974; KENSINGTON; UNISEARCH LTD.; DA. 1974; PP. 785-798; BIBL. 2 P.Conference Paper

SPONTANEOUS IGNITION: FINITE ELEMENT SOLUTIONS FOR STEADY AND TRANSIENT CONDITIONS = AUTOINFLAMMATION: SOLUTIONS AUX ELEMENTS FINIS POUR DES CONDITIONS STATIONNAIRES ET TRANSITOIRESANDERSON CA; ZIENKIEWICZ OC.1974; J. HEAT TRANSFER; U.S.A.; DA. 1974; VOL. 96; NO 3; PP. 398-404; BIBL. 11 REF.Article

VISCO-PLASTICITY SOLUTION BY FINITE ELEMENT PROCESSZIENKIEWICZ OC; CORMEAU IC.1972; ARCH. MECH.; POLAND; DA. 1972; VOL. 24; NO 5-6; PP. 873-889; ABS. POL. RUSSE; BIBL. 1 P.Serial Issue

TIME-DEPENDENT MULTILAMINATE MODEL OF ROCKS; A NUMERICAL STUDY OF DEFORMATION AND FAILURE OF ROCK MASSES.ZIENKIEWICZ OC; PANDE GN.1977; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G.B.; DA. 1977; VOL. 1; NO 3; PP. 219-247; BIBL. 20 REF.; 29 ILL.Article

SOME DEVELOPMENTS OF THE FINITE ELEMENT METHODS FOR FLUID MECHANICSZIENKIEWICZ OC; TAYLOR RL.1980; INTERNATIONAL CONFERENCE ON FINITE ELEMENTS IN FLOW PROBLEMS. 3/1980/BANFF AB; CAN; DA. 1980; VOL. 1; PP. 1-10; BIBL. 38 REF.Conference Paper

FLUID-STRUCTURE DYNAMIC INTERACTION AND WAVE FORCES: AN INTRODUCTION TO NUMERICAL TREATMENTZIENKIEWICZ OC; BETTESS P.1978; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1978; VOL. 13; NO 1; PP. 1-16; BIBL. 26 REF.Article

INFINITE ELEMENTS IN THE STUDY OF FLUID-STRUCTURE INTERACTION PROBLEMS.ZIENKIEWICZ OC; BETTESS P.1976; LECTURE NOTES PHYS.; GERM.; DA. 1976; VOL. 58; PP. 133-172; BIBL. 2 P. 1/2; (COMPUT. METHODS APPL. SCI. INT. SYMP. 2; VERSAILLES; 1975)Conference Paper

REDUCED INTEGRATION, FUNCTION SMOOTHING AND NON-CONFORMITY IN FINITE ELEMENT ANALYSIS (WITH SPECIAL REFERENCE TO THICK PLATES).ZIENKIEWICZ OC; HINTON E.1976; J. FRANKLIN INST.; U.S.A.; DA. 1976; VOL. 302; NO 5-6; PP. 443-461; BIBL. 2 P.Article

A NOTE ON NUMERICAL COMPUTATION OF ELASTIC CONTACT PROBLEMS. = NOTE SUR LE CALCUL NUMERIQUE DES PROBLEMES DE CONTACT ELASTIQUEFRANCAVILLA A; ZIENKIEWICZ OC.1975; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1975; VOL. 9; NO 4; PP. 913-924; BIBL. 8 REF.Article

DIFFRACTION AND REFRACTION OF SURFACE WAVES USING FINITE AND INFINITE ELEMENTS.BETTESS P; ZIENKIEWICZ OC.1977; INTERNATION. J. SUMMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 8; PP. 1271-1290; BIBL. 31 REF.Article

QUADRATIC FINITE ELEMENT SCHEMES FOR TWO-DIMENSIONAL CONVECTIVE-TRANSPORT PROBLEMS.HEINRICH JC; ZIENKIEWICZ OC.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 12; PP. 1831-1844; BIBL. 14 REF.Article

FINITE ELEMENT NON-LINEAR ANALYSIS OF CONCRETE STRUCTURES.PHILLIPS DV; ZIENKIEWICZ OC.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976; VOL. 61; NO 2; PP. 59-88; BIBL. 1 P.Article

A UNIFIED TREATMENT OF STEADY-STATE SHALLOW WATER AND TWO-DIMENSIONAL NAVIER-STOKES EQUATIONS: FINITE ELEMENT PENALTY FUNCTION APPROACHZIENKIEWICZ OC; HEINRICH JC.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 17-18; NO 3; PP. 673-698; BIBL. 68 REF.Conference Paper

VISCO-PLASTICITY-PLASTICITY AND CREEP IN ELASTIC SOLIDS. A UNIFIED NUMERICAL SOLUTION APPROACH.ZIENKIEWICZ OC; CORMEAU IC.1974; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1974; VOL. 8; NO 4; PP. 821-845; BIBL. 23 REF.Article

ROCK MECHANICS IN ENGINEERING PRACTICE.STAGG KG; ZIENKIEWICZ OC.1968; JOHN.WILEY.AND.SONS.LONDON.; 1968, P. 1 A 442Miscellaneous

A REFINED HIGHER-ORDER C0 PLATE BENDING ELEMENTKANT T; OWEN DRJ; ZIENKIEWICZ OC et al.1982; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1982; VOL. 15; NO 2; PP. 175-183; BIBL. 16 REF.Article

SUBSTITUTE SHORT DURATION EARTHQUAKE ACCELEROGRAMS FOR NON-LINEAR ANALYSIS = REMPLACEMENT DES ACCELEROGRAMMES DE SEISME DE COURTE DUREE POUR UNE ANALYSE NON LINEAIREZIENKIEWICZ OC; BINANIC N; FEJZO R et al.1981; DAMS AND EARTHQUAKE. CONFERENCE/1980/LONDON; GBR; LONDON: THOMAS TELFORD; DA. 1981; PP. 17-21; BIBL. 14 REF.Conference Paper

DRAINED, UNDRAINED, CONSOLIDATING AND DYNAMIC BEHAVIOUR ASSUMPTIONS IN SOILS = HYPOTHESES DE COMPORTEMENT DYNAMIQUE DES SOLS DRAINES OU NON DRAINESZIENKIEWICZ OC; CHANG CT; BETTESS P et al.1980; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1980; VOL. 30; NO 4; PP. 385-395; ABS. FRE; BIBL. 9 REF.; ILL.Article

STRESS ANALYSIS OF ROCK AS A " NO TENSION " MATERIAL.ZIENKIEWICZ OC; VALLIAPAN S; KING IP et al.1968; GEOTECHNICS; JPN; 1968(3), VOL. 18, NUM. 0001, P. 56 A 66Miscellaneous

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