kw.\*:("CISAILLEMENT")
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THE PHENOMENON OF ADIABATIC SHEAR DEFORMATIONBEDFORD AJ; WINGROVE AL; THOMPSON KRL et al.1974; J. AUSTRAL. INST. METALS; AUSTRAL.; DA. 1974; VOL. 19; NO 1; PP. 61-73; BIBL. 40 REF.Article
ETUDE DES TESTS DE CISAILLEMENT D'UN MATERIAU COMPOSITE A RENFORCEMENT UNIDIRECTIONNELPHANG C; VONG TS; VERCHERY G et al.1978; JOURNEES NATIONALES SUR LES MATERIAUX COMPOSITES/1978/PARIS; FRA; PARIS: CEDOCAR; DA. 1978; PP. 182-189; 30 CM; ABS. ENG; BIBL. 5 REF.Conference Paper
SHEAR TRANSFER IN REINFORCED CONCRETE WITH MOMENT OR TENSION ACTING ACROSS THE SHEAR PLANEMATTOCK AH; JOHAL L; CHOW HC et al.1975; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1975; VOL. 20; NO 4; PP. 76-93; BIBL. 11REF.Article
VERSUCHE UEBER DIE SCHUBTRAGFAEHIGKEIT VON MAUERWERK. = ESSAIS DE RESISTANCE DU CISAILLEMENT DE MACONNERIESCHNEIDER H; SCHNELL W.1978; BETONWERK FERTIGTEIL-TECH.; DTSCH.; DA. 1978; VOL. 44; NO 6; PP. 303-309; ABS. FR.; MEME DOC. ANGL.Article
QUANTITATIVE CHARACTERIZATION OF THIOXOTROPY OF WHOLE HUMAN BLOOD.HUANG CR; SISKOVIC N; ROBERTSON RW et al.1975; BIORHEOLOGY; G.B.; DA. 1975; VOL. 12; NO 5; PP. 279-282; BIBL. 14 REF.Article
EDGEWISE SHEAR PROPERTIES OF 3-PLY, 4-PLY AND 5-PLY 1/2-INCH SOUTHERN PINE PLYWOODCHIU YM; BIBLIS EJ.1973; FOREST PROD. J.; U.S.A.; DA. 1973; VOL. 23; NO 1; PP. 51-55; BIBL. 9 REF.Serial Issue
THE EFFECT OF BIAXIAL LOADING ON THE CRITICAL RESOLVED SHEAR STRESS OF SINGLE CRYSTALSBARENDREGHT JA; SHARPE WN JR.1973; J. MECH. PHYS. SOLIDS; G.B.; DA. 1973; VOL. 21; NO 2; PP. 113-123; BIBL. 19 REF.Serial Issue
DESIGN FOR PUNCHING SHEAR.REGAN PE.1974; STRUCT. ENGR; G.B.; DA. 1974; VOL. 52; NO 6; PP. 197-207; BIBL. 33 REF.Article
A NONSYMMETRIC EQUATORIAL INERTIAL INSTABILITYDUNKERTON TJ.1983; JOURNAL OF THE ATMOSPHERIC SCIENCES; ISSN 0022-4928; USA; DA. 1983; VOL. 40; NO 3; PP. 807-813; BIBL. 9 REF.Article
MESURES DES FORCES ET DE LA RIGIDITE DE CISAILLEMENTKOTRAS P.1976; JEMNA MECH. OPT.; CESKOSL.; DA. 1976; VOL. 21; NO 2; PP. 42-44; ABS. ALLEM.Article
BEITRAG ZUR BEURTEILUNG DES SCHUBTRAGVERHALTENS VON SPANNBETONTRAEGERN = CONTRIBUTION A L'EVALUATION DE LA RESISTANCE AU CISAILLEMENT DES POUTRES EN BETON PRECONTRAINTERFURTH R.1974; WISSENSCH. Z. HOCHSCH. ARCHIT. BAUWES. WEIMAR; DTSCH.; DA. 1974; VOL. 21; NO 2; PP. 109-116; BIBL. 18 REF.Article
THE GENERATION OF MAGNETIC FIELDS IN ASTROPHYSICAL BODIES. IX. A SOLAR DYNAMO BASED ON HORIZONTAL SHEARLERCHE I; PARKER EN.1972; ASTROPHYS. J.; U.S.A.; DA. 1972; VOL. 176; NO 1, PART 1; PP. 213-223; BIBL. 13REF.Serial Issue
INSTABILITY OF BAROCLINIC FLOWS WITH HORIZONTAL SHEAR ALONG TOPOGRAPHYMECHOSO CR; SINTON DM.1981; J. PHYS. OCEANOGR.; ISSN 0022-3670; USA; DA. 1981; VOL. 11; NO 6; PP. 813-821; BIBL. 15 REF.Article
GEOSTROPHIC DRAG AND HEAT TRANSFER RELATIONS FOR THE ATMOSPHERIC BOUNDARY LAYER.ARYA SPS.1975; QUART. J.R. METEOROL. SOC.; G.B.; DA. 1975; VOL. 101; NO 427; PP. 147-161; BIBL. 1 P. 1/2Article
VERTICAL WIND SHEAR MEASUREMENTS IN THE LOWER STRATOSPHERE.CADET D.1975; QUART. J. R. METEOROL. SOC.; G.B.; DA. 1975; VOL. 101; NO 429; PP. 485-493; BIBL. 10 REF.Article
THE EFFECTS OF VERTICAL WIND SHEAR ON THE EVOLUTION OF CONVECTIVE CLOUDS.PASTUSHKOV RS.1975; QUART. J. R METEOROL. SOC.; G.B.; DA. 1975; VOL. 101; NO 428; PP. 281-291; BIBL. 12 REF.Article
FORCE PORTANTE PLASTIQUE DE POUTRES EN ACIER SOUMISES A LA FLEXION ET AU CISAILLEMENTJUHAS P.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 10; PP. 761-781; ABS. RUSSE ANGL.; BIBL. 11REF.Article
DIRECT OBSERVATION OF THE FORMATION OF DOUBLE-SHEAR STRUCTURES FROM NB3O7FBURSILL LA.1973; J. SOLID STATE CHEM.; G.B.; DA. 1973; VOL. 6; NO 2; PP. 195-202; BIBL. 21 REF.Serial Issue
THE LEIPZIG WIND PROFILE AND THE BOUNDARY LAYER WIND-STRESS RELATIONSHIPCARSON DJ; SMITH FB.1973; QUART. J. R. METEOROL. SOC.,; G.B.; DA. 1973; VOL. 99; NO 419; PP. 171-177; BIBL. 6REF.Serial Issue
MODELLING OF ADIABATIC SHEAR BAND DEVELOPMENT FROM SMALL IMPERFECTIONSMERZER AM.1982; JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS; ISSN 0022-5096; GBR; DA. 1982; VOL. 30; NO 5; PP. 323-338; BIBL. 13 REF.Article
ELASTIC MODULI AND INTERNAL FRICTION OF COLD WORKED COPPER SINGLE CRYSTALS.WEINER D.1976; DELFT PROGR. REP., C; NETHERL.; DA. 1976; VOL. 1; NO 4-5; PP. 133-134Article
METHODE DE DETERMINATION DU MODULE D'ELASTICITE STATIQUEKESHISHYAN TN; RABUKHIN AI; SMIRNOVA MM et al.1976; STEKLO I KERAM.; S.S.S.R.; DA. 1976; NO 5; PP. 17-18; BIBL. 1 REF.Article
AN ANALYSIS OF THE FAILURE MECHANISM OF AN AXIALLY LOADED SIMPLY SUPPORTED STEEL PLATEDAVIES P; KEMP KO; WALKER AC et al.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 645-658; BIBL. 14REF.Article
PARTICULATE REINFORCEMENT OF POLYACRYLATE ELASTOMERS. III. SWELLING MEASUREMENTSBLACKLEY DC; SHEIKH MW.1975; RUBB. CHEM. TECHNOL.; U.S.A.; DA. 1975; VOL. 48; NO 5; PP. 845-859; BIBL. 5 REF.Article
THE GEOSTROPHIC DRAG COEFFICIENT.SWINBANK WC.1974; BOUNDARY-LAYER METEOROL.; NETHERL.; DA. 1974; VOL. 7; NO 1; PP. 125-127; BIBL. 5 REF.Article