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au.\*:("CRISFIELD MA")

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VARIABLE STEP-LENGTHS FOR NON-LINEAR STRUCTURAL ANALYSISCRISFIELD MA.1982; TRRL LAB. REP.; ISSN 0305-1293; GBR; DA. 1982; NO 1049; 53 P.; BIBL. 51 REF.Serial Issue

LINEAR AND NON-LINEAR FINITE ELEMENT ANALYSIS OF CYLINDRICAL SHELLS = ANALYSE PAR ELEMENTS FINIS LINEAIRES ET NON LINEAIRES DE COQUES CYLINDRIQUESCRISFIELD MA.1981; TRRL LAB. REP.; ISSN 0305-1293; GBR; DA. 1981; NO 987; PP. 1-19; H.T. 13; BIBL. 64 REF.Serial Issue

THE AUTOMATIC NON-LINEAR ANALYSIS OF STIFFENED PLATES AND SHALLOW SHELLS USING FINITE ELEMENTS = PROGRAMME DE CALCUL NON LINEAIRE PAR ELEMENTS FINIS DE PLAQUES RAIDIES ET DE COQUES DE FAIBLES COURBURECRISFIELD MA.1980; INSTIT. CIV. ENGRS, PROV.; GBR; DA. 1980; VOL. 69; PART. 2; PP. 891-909; BIBL. 27 REF.Article

A COMBINED RAYLEIGH-RITZ/FINITE ELEMENT METHOD FOR THE NONLINEAR ANALYSIS OF STIFFENED PLATED STRUCTURES.CRISFIELD MA.1978; COMPUTERS AND STRUCT.; GBR; DA. 1978; VOL. 8; NO 6; PP. 679-689; BIBL. 20 REF.Article

A FOUR-MODED THIN-PLATE BENDING ELEMENT USING SHEAR CONSTRAINTS. A MODIFIED VERSION OF LYONS' ELEMENTCRISFIELD MA.1983; COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING; ISSN 0045-7825; NLD; DA. 1983; VOL. 38; NO 1; PP. 93-120; BIBL. 28 REF.Article

IVANOV'S YIELD CRITERION FOR THIN PLATES AND SHELLS USING FINITE ELEMENTS = CRITERE DE RUPTURE D'IVANOV POUR DES PLAQUES ET DES COQUES MINCES EN ACIER EN UTILISANT LA METHODE DES ELEMENTS FINISCRISFIELD MA.1979; TRANSP. ROAD RES. LAB., LAB. REP.; GBR; DA. 1979; NO 919; 15 P.; H.T. 5; BIBL. 29 REF.Serial Issue

A COMPUTER PROGRAM TO GENERATE LOAD/SHORTENING RELATIONSHIPS FOR SIMPLY SUPPORTED STEEL PLATESCRISFIELD MA.1975; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1975; NO 683; PP. 1-25; H.T. 2; BIBL. 1 P. 1/2Serial Issue

ACCELERATED SOLUTION TECHNIQUES AND CONCRETE CRACKING = TECHNIQUES ACCELEREES POUR REMEDIER A LA FISSURATION DES BETONSCRISFIELD MA.1982; COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING; ISSN 0045-7825; NLD; DA. 1982; VOL. 33; NO 1-3; PP. 585-607; BIBL. 38 REF.Conference Paper

A FASTER MODIFIED NEWTON-RAPHSON ITERATIONCRISFIELD MA.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 20; NO 3; PP. 267-278; BIBL. 27 REF.Article

AN ITERATIVE IMPROVEMENT FOR NON-CONFORMING BENDING ELEMENTS. = UNE AMELIORATION ITERATIVE POUR DES ELEMENTS DE FLEXION NON CONFORMESCRISFIELD MA.1975; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1975; VOL. 9; NO 3; PP. 641-648; BIBL. 17 REF.Article

MULTI-CELL BRIDGE DECKS-MODEL TESTS AND THEORETICAL ANALYSIS = TABLIERS DE PONT MULTI-CELLULAIRES. ESSAIS DES MODELES ET ANALYSE THEORIQUEDAS PC; CRISFIELD MA.1972; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1972; NO 493; PP. 1-6; H.T. 16; BIBL. 10 REF.Serial Issue

A DESIGN APPROACH FOR LIGHTLY STIFFENED BON GIRDER DIAPHRAGMS.CRISFIELD MA; PUTHLI RS.1978; TRANS. ROAD RES. LAB., SUPPL. REP.; GBR; DA. 1978; NO 393; PP. 1-34; H.T. 10; BIBL. 14 REF.Serial Issue

COLLAPSE BEHAVIOUR OF RECTANGULAR STEEL BOX GIRDERS = COMPORTEMENT A LA RUPTURE DES POUTRES CAISSONS RECTANGULAIRES EN ACIERPUTHLI RS; SUPPLE WJ; CRISFIELD MA et al.1978; STRUCT. ENGS, B; GBR; DA. 1978; VOL. 56; NO 4; PP. 75-84; (7 P.); BIBL. 18 REF.Article

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