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RESISTANCE AU CISAILLEMENT DES ARGILES RAIDES. INFLUENCE DES PARAMETRES D'ESSAIS.BLONDEAU F; BLIVET JC; UNG SENGY et al.1976; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1976; SPEC. 3; PP. 23-38; BIBL. 5 REF.; 31 ILL.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

THE FREQUENCY DISTRIBUTION OF BOUNDARY SHEAR AND EFFECT OF NON-UNIFORMITY ON SHEAR DISTRIBUTION IN OPEN CHANNEL FLOW RESISTANCE.GHOSH SN; MISRA LK.1977; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1977-09; VOL. 63; PP. 701-709; BIBL. 10 REF.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

VARIABLE THICKNESS SHEAR LAYER AERODYNAMICS REVISITED.DOWELL EH; CHI MR.1977; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1977; VOL. 15; NO 5; PP. 745-746; BIBL. 4 REF.Article

DIFFRACTION OF AN ANTIPLANE SHEAR WAVE BY TWO COPLANAR GRIFFITH CRACKS IN AN INFINITE ELASTIC MEDIUMITOU S.1980; INST. J. SOLIDS STRUCT.; ISSN 0020-7683; USA; DA. 1980; VOL. 16; NO 12; PP. 1147-1153; BIBL. 8 REF.Article

WALL SHEAR STRESS IN THE AORTAMILLER GE; HOLLIS TM.1980; CHEM. ENG. COMMUN.; ISSN 0098-6445; USA; DA. 1980; VOL. 7; NO 1-3; PP. 113-119; BIBL. 12 REF.Article

INTERACTION OF SHEAR WAVES WITH A GRIFFITH CRACK SITUATED IN AN INFINITELY LONG ELASTIC STRIPSRIVASTAVA KN; PALAIYA RM; KARAULIA DS et al.1983; INTERNATIONAL JOURNAL OF FRACTURE; ISSN 0376-9429; NLD; DA. 1983; VOL. 21; NO 1; PP. 39-48; ABS. FRE; BIBL. 14 REF.Article

GENERATION D'ONDES DE CISAILLEMENT PAR UNE PAIRE D'ELECTRODES SUPERFICIELLESVASIL'KOVSKIJ SA; DEMIDOV VP.1982; RADIOTEKH. I ELEKTRON.; SUN; DA. 1982; VOL. 27; NO 2; PP. 392-397; BIBL. 15 REF.Article

SHEAR STRENGTH OF DEEP BEAMS = RESISTANCE AU CISAILLEMENT DE POUTRES DE GRANDE HAUTEURSMITH KN; VANTSIOTIS AS.1982; J. AM. CONCR. INST.; ISSN 0002-8061; USA; DA. 1982; NO 3; PP. 201-213; BIBL. 15 REF.Article

THERMAL INFLUENCES ON THE SHEAR ACCELERATION WAVES IN INCOMPRESSIBLE SIMPLE FLUIDSFETECAU C.1982; AN. STUENT. UNIV. "AL I. CUZA" IASI, SECT 1A; ISSN 0041-9109; ROM; DA. 1982; VOL. 28; NO 1; PP. 155-160; BIBL. 7 REF.Article

SHEAR IN REINFORCED AERATED CONCRETE = PROPRIETE DE CISAILLEMENT DU BETON CELLULAIRE ARMEREGAN PE.1979; INT. J. LIGHTWEIGHT CONCR.; GBR; DA. 1979; VOL. 1; NO 2; PP. 47-61; BIBL. 6 REF.Article

SUGGESTED REVISIONS TO ACI BUILDING CODE CLAUSES DEALING WITH SHEAR IN BEAMS.MACGREGOR JG; GERGELY P.1977; J. AMER. CONCR. INST.; U.S.A.; DA. 1977; VOL. 74; NO 10; PP. 493-500; BIBL. 20 REF.Article

A FORCE-BALANCE SHEAR FORCE INSTRUMENT.OWEN EW; LAROCK BE; KIA A et al.1977; I.S.A. TRANS.; U.S.A.; DA. 1977; VOL. 16; NO 3; PP. 61-66; BIBL. 11 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

OSCILLATORY SHEARING IN HYPOELASTIC SOLIDSRIPATI RANJAN CHAUDHURI.1979; INDIAN J. PURE APPL. MATH.; IND; DA. 1979; VOL. 10; NO 7; PP. 785-791; BIBL. 4 REF.Article

GEDANKEN UEBER DURCHSTANJEN - FOLGEN RISSE DEN TRAJEKTORIEN. = QUELQUES REFLEXIONS CONCERNANT LES EFFORTS DE CISAILLEMENT DYNAMIQUE - EST-CE QUE LES FISSURES SUIVENT LES TRAJECTOIRES.FUCHSSTEINER W; OLSEN OW.1980; BETON- U. STAHLBETONBAU; DEU; DA. 1980; VOL. 75; NO 7; PP. 163-166; BIBL. 10 REF.Article

A METHOD FOR MEASURING ADHESIVE SHEAR PROPERTIESRIVER BH.1981; ADHES. AGE; ISSN 0001-821X; USA; DA. 1981; VOL. 24; NO 12; PP. 30-33; BIBL. 11 REF.Article

TIME CONSTANTS FROM SHEAR VISCOSITY DATAELBIRLI B; SHAW MT.1978; J. RHEOL.; USA; DA. 1978; VOL. 22; NO 5; PP. 561-570; BIBL. 27 REF.Article

SCHUBDECKUNG DURCH BUEGELBEWCHRUNG = RENFORCEMENT AU CISAILLEMENT PAR DES ARMATURES TRANSVERSALESWITKOP FM.1980; BAUTECHNIK; DEU; DA. 1980; VOL. 57; NO 6; PP. 196-199; BIBL. 2 REF.Article

SHEAR STRENGTH OF GRANULAR SOILS AND ITS PREDICTION BY MODELLING TECHNIQUES = RESISTANCE AU CISAILLEMENT DE SOLS GRANULAIRES ET SA PREVISION PAR DES TECHNIQUES DE SIMULATIONRATHEE RK.1981; J. INST. ENG., INDIA CH; ISSN 0020-3351; IND; DA. 1981; VOL. 62; NO 2; PP. 64-70; BIBL. 20 REF.Article

BESTIMMUNG VON BODENKENNWERTEN MIT EINEM PARALLELGEFUEHRTEN DIREKTEN SCHERGERAET = DETERMINATION DES CARACTERISTIQUES DU SOL A L'AIDE D'UN APPAREIL DE CISAILLEMENT DIRECT A GUIDAGE EN PARALLELISMEWERNICK E.1979; BAUTECHNIK; DEU; DA. 1979; VOL. 56; NO 9; PP. 307-313; BIBL. 18 REF.Article

ON THE DETERMINATION OF STRESS STATE IN THE SIMPLE SHEAR APPARATUS = SUR LA DETERMINATION DE L'ETAT DES CONTRAINTES AVEC UN APPAREIL A CISAILLEMENT SIMPLEWOOD DM; DRESCHER A; MUNIRAM BUDHU et al.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 2; NO 4; PP. 211-222; BIBL. 15 REF.; ILL.Article

THE EARLY UNIVERSEHARRISON ER.1981; SOUTH. STARS; ISSN 0049-1640; NZL; DA. 1981; VOL. 29; NO 1-2; PP. 2-20Article

THE MAGNITUDE OF DISPLACEMENT ALONG CLAY MYLONITE SHEAR ZONES = GRANDEUR DU DEPLACEMENT LE LONG DES ZONES DE CISAILLEMENT DE MYLONITES ARGILEUSESSTIMPSON B.1983; QUARTERLY JOURNAL OF ENGINEERING GEOLOGY; ISSN 0481-2085; GBR; DA. 1983; VOL. 16; NO 1; PP. 83-84; BIBL. 2 REF.; 2 TAB. ; TABL.Article

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