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Results 1 to 25 of 879

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DETERMINATION OF ONE PRINCIPAL STRESSTARRAN FC.1982; STRAIN; ISSN 0039-2103; GBR; DA. 1982; VOL. 18; NO 4; PP. 160Article

EXTENSION OF OBLIQUE-INCIDENCE METHOD TO PHOTO-ORTHOTROPIC ELASTICITYRAMAMURTHY PRABHAKARAN.1982; EXPERIMENTAL MECHANICS; ISSN 0014-4851; USA; DA. 1982; VOL. 22; NO 12; PP. 462-467; BIBL. 13 REF.Article

DETERMINATION DU SENS DES CONTRAINTES PRINCIPALESKATS MM.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 12; PP. 163-165; BIBL. 1 REF.Article

ROCK BURSTING PHENOMENA IN A SUPERFICIAL ROCK MASS IN SOUTHERN CENTRAL SWEDEN = PHENOMENE D'ECLATEMENT DE LA ROCHE DANS UN MASSIF ROCHEUX DANS LA PARTIE SUD DU CENTRE DE LA SUEDECARLSSON A; OLSSON T.1982; ROCK MECH.; ISSN 0035-7448; AUT; DA. 1982; VOL. 15; NO 2; PP. 99-110; BIBL. 6 REF.Article

SEPARATION OF PRINCIPAL STRESSES IN PHOTO-ORTHOTROPIC-ELASTICITYPRABHAKARAN R.1980; FIBRE SCI. TECHNOL.; GBR; DA. 1980; VOL. 13; NO 4; PP. 245-253; BIBL. 15 REF.Article

PRINCIPAL STRESS FORMULATION OF CONTINUA MOTIONZAK M.1981; MECH. RES. COMMUN.; ISSN 0093-6413; USA; DA. 1981; VOL. 8; NO 4; PP. 245-250; BIBL. 1 REF.Article

LE CRITERE DE LA COURBE INTRINSEQUE DANS UN REPERE ORTHONORME QUELCONQUECOURBON J.1978; ANN. PONTS CHAUSS.; FRA; DA. 1978; NO 7; PP. 29-32; ABS. ENG/GER/POR/SPA/RUS/ARAArticle

A NOTE ON SKEMPTON'S A PARAMETER WITH ROTATION OF PRINCIPAL STRESSES. = ETUDE DU PARAMETRE A DE SKEMPTON AVEC ROTATION DES CONTRAINTES PRINCIPALESLAW KT; HOLTZ RD.1978; GEOTECHNIQUE; G.B.; DA. 1978; VOL. 28; NO 1; PP. 57-64; BIBL. 18 REF.Article

MEASURING EARTH PRESSURES IN EMBANKMENT DAMSPENMAN ADM.1979; WAT. POWER DAM CONSTR.; GBR; DA. 1979; VOL. 31; NO 6; PP. 29-34; BIBL. 13 REF.Article

STRESSES AT TUNNELS JUNCTION DUE TO EXTERNAL PRESSURE = CONTRAINTES DUES A LA PRESSION EXTERNE A LA JONCTION DE TUNNELSJINDAL RL; SHARMA VR.1982; JOURNAL OF THE INSTITUTION OF ENGINEERS. INDIA. CIVIL ENGINEERING DIVISION; ISSN 0373-1995; IND; DA. 1982; VOL. 63; NO 3; PP. 121-126; BIBL. 6 REF.Article

THE RESISTANCE OF CONCRETE TO EXPLOSIVE SHOCK = LA RESISTANCE DU BETON A DES CHOCS DUS AUX EXPLOSIONSWATSON AJ; SANDERSON AJ.1979; INST. PHYS. CONF. SER., LONDON; GBR; DA. 1979; NO 47; PP. 307-317; BIBL. 5 REF.Conference Paper

AN ANALYTICAL SOLUTION FOR THE CONSOLIDATION AROUND A DRIVEN PILE = SOLUTION ANALYTIQUE DE LA CONSOLIDATION AUTOUR D'UN PIEU FONCERANDOLPH MF; WROTH CP.1979; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1979; VOL. 3; NO 3; PP. 217-229; BIBL. 19 REF.Article

Admissibility conditions on principal strain invariantsAGARWAL, V. K; CARROLL, M. M.Acta mechanica. 2005, Vol 177, Num 1-4, pp 89-96, issn 0001-5970, 8 p.Article

Relations of the theory of anisotropic perfectly plastic mediaMIRONOV, B. G.Mechanics of solids. 2005, Vol 40, Num 1, pp 99-103, issn 0025-6544, 5 p.Article

Unconventional approach to linear elasticityRYCHELEWSKI, J.Archives of Mechanics. 1995, Vol 47, Num 2, pp 149-171, issn 0373-2029Conference Paper

Conservation de la similitude et de la coaxialité des états de contrainte et de déformation du sable dans des conditions de déformation planeFEPOSEEVA, l. V; KRIVOROTOV, A. P.Izvestiâ vysših učebnyh zavedenij. Stroitel'stvo i arhitektura. 1983, Num 7, pp 20-24, issn 0536-1052Article

Some results on the analysis of asymmetric stressSTOKES, V. K.Zeitschrift für angewandte Mathematik und Physik. 1989, Vol 40, Num 2, pp 201-215, issn 0044-2275Article

Elasto-viscoplastic finite element analyses of tunnels = Analyses par la méthode des éléments finis élasto-viscoplastiques des tunnelsSHARMA, K. G; VARADARAJAN, A; SRIVASTAVA, R. K et al.International conference on numerical methods in geomechanics. 1985, pp 1141-1148Conference Paper

The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils = Développement d'un nouvel appareil creux cylindrique pour étudier les effets de la rotation de la contrainte principale dans les solsHIGHT, D. W; GENS, A; SYMES, M. J et al.Geotechnique. 1983, Vol 33, Num 4, pp 355-383, issn 0016-8505Article

IN SITU STRESS MEASUREMENTS IN SOME NEAR-SURFACE ROCK FORMATIONS-THOROLD, ONTARIOPALMER JHL; LO KY.1976; REV. CANAD. GEOTECH.; CANADA; DA. 1976; VOL. 13; NO 1; PP. 1-7; ABS. FR.; BIBL. 9 REF.; 6 ILL.Article

CALCUL DE LA RESISTANCE DES POUTRES-MURS SANS ARMATURE TRANSVERSALEYASHIN AV.1980; BETON I ZHELEZOBETON; SUN; DA. 1980; NO 6; PP. 27; BIBL. 3 REF.Article

ESSAI DE BOSSELURE DE L'AME VERTICALE DES POUTRES DU CHEMIN DE ROULEMENT.CSELLAR OE; HALASZ O.1978; MELYEPITESTUDOM. SZEMLE; HUN; DA. 1978; VOL. 28; NO 6; PP. 233-235; ABS. ALLEM. RUSSE ANGL. FR.Article

EXPERIMENTAL STUDY ON TRANSVERSE RIBS OF ORTHOTROPIC STEEL PLATE DECK BRIDGES = ETUDE EXPERIMENTALE DES NERVURES TRANSVERSALES DE PONTS A TABLIER A DALLE EN ACIER ORTHOTROPEOHSHIMA H; WATANABE N; HAYASHIKAWA T et al.1982; CIV. ENG. PRACT. DES. ENG.; ISSN 504335; GBR; DA. 1982; VOL. 1; NO 1; PP. 11-20; BIBL. 6 REF.Article

FRACTURE OF AL2O3 IN COMBINED TENSION/TORSION. I: EXPERIMENTSPETROVIC JJ; STOUT MG.1981; J. AM. CERAM. SOC.; ISSN 0002-7820; USA; DA. 1981; VOL. 64; NO 11; PP. 656-660; BIBL. 17 REF.Article

FRACTURE OF AL2O3 IN COMBINED TENSION/TORSION. II: WEIBULL THEORYPETROVIC JJ; STOUT MG.1981; J. AM. CERAM. SOC.; ISSN 0002-7820; USA; DA. 1981; VOL. 64; NO 11; PP. 661-666; BIBL. 30 REF.Article

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