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Results 1 to 25 of 197

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On the magnitude of residual earth pressures induced by compaction equipment = Sur l'amplitude des pressions de terre résiduelles dues aux équipements de compactageHARRIS, G. M.Regional conference for Africa. 8. 1984, pp 453-458Conference Paper

On the design and optimization of bidirectional compositesWURZEL, D. P.Journal of reinforced plastics and composites. 1983, Vol 2, Num 3, pp 178-195, issn 0731-6844Article

TRANSVERSE SENSITIVITY CORRECTION OF STRAIN-GAUGE READINGS BY A METHOD OF MOHR'S CIRCLESVASUDEVAN M.1979; J. STRAIN ANAL.; GBR; DA. 1979; VOL. 14; NO 1; PP. 23-27; BIBL. 12 REF.Article

The curvature of helicoidsCOLBOURNE, J. R.Mechanism and machine theory. 1989, Vol 24, Num 3, pp 213-221, issn 0094-114XArticle

Mohr's circle in measurement of residual strains by through hole drilling technique: effect of transverse sensitivityMAJID KABIRI.Strain. 1986, Vol 22, Num 2, pp 79-83, issn 0039-2103Article

Representations of multi-joint stiffness for prosthetic limb designENGLISH, Chad E; RUSSELL, Donald L.Mechanism and machine theory. 2008, Vol 43, Num 3, pp 297-309, issn 0094-114X, 13 p.Article

A response-spectrum-based envelope for Mohr's circleMENUN, Charles.Earthquake engineering & structural dynamics. 2003, Vol 32, Num 12, pp 1917-1935, issn 0098-8847, 19 p.Article

Strain analysis by simplified Mohr constructionsLISLE, R.J.1991, Vol 5, Num 2, pp 102-117, issn 0394-5596Article

Stability of compacted rockfill slopes = Stabilité de talus rocheux compactésCHARLES, J. A; SOARES, M. M.Geotechnique. 1984, Vol 34, Num 1, pp 61-70, issn 0016-8505Article

Failure criteria interpretation based on Mohr- Coulomb friction = Interprétation des critères de rupture basée sur Mohr-CoulombGRIFFITHS, D. V.Journal of geotechnical engineering. 1990, Vol 116, Num 6, pp 986-999, issn 0733-9410, 14 p.Article

On inter-element forces in the FEM-displacement formulation, and implications for stress recoveryCIANCIO, D; CAROL, I; CUOMO, M et al.International journal for numerical methods in engineering. 2006, Vol 66, Num 3, pp 502-528, issn 0029-5981, 27 p.Article

USE OF MOHR'S CIRCLE TO TRANSFORM STRETCH COMPONENTS.BUITRAGO J; DURELLI AJ.1977; STRAIN; G.B.; DA. 1977; VOL. 13; NO 3; PP. 91-93; BIBL. 5 REF.Article

An envelope for Mohr's circle in seismically excited three-dimensional structuresMENUN, Charles.Earthquake engineering & structural dynamics. 2004, Vol 33, Num 9, pp 981-998, issn 0098-8847, 18 p.Article

Stresses in inclined planar silos = Contraintes dans les silos aux parois inclinéesCHEN, J.F; TENG, J.G.Journal of structural engineering (New York, NY). 2000, Vol 126, Num 7, pp 844-851, issn 0733-9445Article

Failure criterion and Mohr's envelope for sedimentary soft rocks considering tensile strengthHATTORI, K; MURANAKA, K; NISHIE, S et al.International Workshop on rock foundation. 1995, pp 139-144, isbn 90-5410-562-3Conference Paper

On the significance of dimensionless failure criteriaPARISEAU, W. G.International journal of rock mechanics and mining sciences & geomechanics abstracts. 1994, Vol 31, Num 5, pp 555-560, issn 0148-9062Article

The sliding-scale Mohr diagramPASSCHIER, C. W.Tectonophysics. 1993, Vol 218, Num 4, pp 367-373, issn 0040-1951Article

Los metodos de analisis de paleoesfuerzos a partir de poblaciones de fallas : Sistematica y tecnicas de aplicacion = Paleostress analysis methods from fault populations: systematics and application methodsCASAS SAINZ, A.M; GIL PENA, I; SIMON GOMEZ, J.L et al.Estudios Geológicos (Madrid). 1990, Vol 46, Num 5-6, pp 385-398, issn 0367-0449Article

Magnetotelluric analysis using Mohr circlesLILLEY, F. E. M.Geophysics. 1993, Vol 58, Num 10, pp 1498-1506, issn 0016-8033Article

A comparative evaluation of three isotropic, two property failure theories : Current trends in mechanicsCHRISTENSEN, Richard M.Journal of applied mechanics. 2006, Vol 73, Num 5, pp 852-859, issn 0021-8936, 8 p.Article

Error Mohr circle and invariants of cofactor coefficientKOU, X; SONG, J.Journal of surveying engineering. 1996, Vol 122, Num 4, pp 158-167, issn 0733-9453Article

Three-dimensional Mohr's circle for shear stress componentsABDULLAH ALMUSALLAM; SALAH EL-DIN TAHER.Journal of engineering mechanics. 1995, Vol 121, Num 3, pp 477-481, issn 0733-9399Article

Strain from two angles of shearRAGAN, D. M; GROSHONG, R. H.Journal of structural geology. 1993, Vol 15, Num 11, pp 1359-1360, issn 0191-8141Article

A tentative discussion on the relationship of faulting to mineralization in the 633-2 uranium depositJIANG RONGHUI; TAN YAHUI.1990, Vol 9, Num 4, pp 363-370, issn 0258-7106, 8 p.Article

An extended Mohr―Coulomb (EMC) model for predicting the settlement of shallow foundations on sandDOHERTY, J. P; WOOD, D. Muir.Geotechnique. 2013, Vol 63, Num 8, pp 661-673, issn 0016-8505, 13 p.Article

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