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Results 1 to 25 of 497

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Optimization for buckling loads of grid stiffened composite panelsWODESENBET, Eyassu; KIDANE, Samuel; PANG, Su-Seng et al.Composite structures. 2003, Vol 60, Num 2, pp 159-169, issn 0263-8223, 11 p.Article

Retrofitting of shear failed reinforced concrete beamsHADI, M. N. S.Composite structures. 2003, Vol 62, Num 1, pp 1-6, issn 0263-8223, 6 p.Article

RESISTANCE AU GEL DES MOUSSES PLASTIQUES PHENOL-FORMALDEHYDEDEMENT'EV AG; SELIVERSTOV PI; VALGIN VD et al.1974; PLAST. MASSY; S.S.S.R.; DA. 1974; NO 10; PP. 59-60; BIBL. 5 REF.Article

Testing and modeling of shear and peel behavior for bonded steel/FRP connectionsEL DAMATTY, A. A; ABUSHAGUR, M.Thin-walled structures. 2003, Vol 41, Num 11, pp 987-1003, issn 0263-8231, 17 p.Article

Investigation into FRP repaired RC columnsGUOQIANG LI; KIDANE, Samuel; PANG, Su-Seng et al.Composite structures. 2003, Vol 62, Num 1, pp 83-89, issn 0263-8223, 7 p.Article

Monitoring fungal degradation of E-glass/phenolic fiber reinforced polymer (FRP) composites used in wood reinforcementTASCIOGLU, Cihat; GOODELL, Barry; LOPEZ-ANIDO, Roberto et al.International biodeterioration & biodegradation. 2003, Vol 51, Num 3, pp 157-165, issn 0964-8305, 9 p.Article

Quadrilateral finite elements for multilayer sandwich platesNAYAK, A. K; MOY, S. S. J; SHENOI, R. A et al.Journal of strain analysis for engineering design. 2003, Vol 38, Num 5, pp 377-394, issn 0309-3247, 18 p.Article

Wnt signaling in the vasculatureGOODWIN, A. M; D'AMORE, P. A.Angiogenesis (London). 2002, Vol 5, Num 1-2, pp 1-9, issn 0969-6970, 9 p.Article

Flexural-torsional buckling of fiber-reinforced plastic composite cantilever I-beamsPIZHONG QIAO; GUIPING ZOU; DAVALOS, Julio F et al.Composite structures. 2003, Vol 60, Num 2, pp 205-217, issn 0263-8223, 13 p.Article

An optimization design procedure for fiber reinforced polymer web-core sandwich bridge deck systemsYIHONG HE; AREF, Amjad J.Composite structures. 2003, Vol 60, Num 2, pp 183-195, issn 0263-8223, 13 p.Article

Static-dynamic friction transition of FRP esthetic orthodontic wires on various brackets by suspension-type friction testSUWA, N; WATARI, F; YAMAGATA, S et al.Journal of biomedical materials research. 2003, Vol 67B, Num 2, pp 765-771, issn 0021-9304, 7 p.Article

LATERAL MOBILITY IN MEMBRANES AS DETECTED BY FLUORESCENCE RECOVERY AFTER PHOTOBLEACHINGYGUERABIDE J; SCHMIDT JA; YGUERABIDE FE et al.1982; BIOPHYSICAL JOURNAL; ISSN 0006-3495; USA; DA. 1982; VOL. 40; NO 1; PP. 69-75; BIBL. 14 REF.Article

Etude de la cinétique d'expansion et de durcissement d'une composition phénolformaldéhyde pour l'obtention d'un alvéolaireSHANTARIN, V. D; BASISTOVA, T. I.Plastičeskie massy. 1984, Num 4, pp 35-36, issn 0554-2901Article

Effective methods of using CFRP bars in shear strengthening of concrete girdersANWARUL ISLAM, A. K. M.Engineering structures. 2009, Vol 31, Num 3, pp 709-714, issn 0141-0296, 6 p.Article

Determination of follicle regulatory protein levels in urine during the normal menstrual cycle using an enzyme-linked iommunosorbant assayKATT, E; FUJIMORI, K; HORENSTEIN, J et al.The Journal of clinical endocrinology and metabolism. 1988, Vol 66, Num 6, pp 1213-1219, issn 0021-972XArticle

DONNEES EXPERIMENTALES SUR LA CAPACITE DE MIGRATION DES SUBSTANCES CHIMIQUES A PARTIR DES PLASTIQUES ALVEOLAIRES DES MARQUES FRP-1, FRP-4 ET PPU-309PESTOVA AG.1975; GIG. I SANIT.; S.S.S.R.; DA. 1975; NO 1; PP. 23-26; ABS. ANGL.; BIBL. 5 REF.Article

Lateral diffusion of cytochrome P-450 in phospholipid bilayersEN-SHINN WU; CHUNG S. YANG.Biochemistry (Easton). 1984, Vol 23, Num 1, pp 28-33, issn 0006-2960Article

Cessation of transition-phase follicle growth in the guinea pig by follicle-regulatory proteinFUJIMORI, K; NAKAMURA, R. M; TONETTA, S. A et al.Biology of reproduction. 1987, Vol 37, Num 4, pp 812-822, issn 0006-3363Article

Hybrid shear strengthening system for reinforced concrete beams: An experimental studyEBEAD, Usama; SAEED, Huda.Engineering structures. 2013, Vol 49, pp 421-433, issn 0141-0296, 13 p.Article

Bond―slip model for CFRP strips near-surface mounted to concreteZHANG, S. S; TENG, J. G; YU, T et al.Engineering structures. 2013, Vol 56, pp 945-953, issn 0141-0296, 9 p.Article

Revisiting the shear design equations for concrete beams reinforced with FRP rebar and stirrupMACHIAL, Robert; SHAHRIA ALAM, M; RTEIL, Ahmad et al.Materials and structures. 2012, Vol 45, Num 11, pp 1593-1612, issn 1359-5997, 20 p.Article

Meso-scale finite element model for FRP sheets/plates bonded to concreteLU, X. Z; YE, L. P; TENG, J. G et al.Engineering structures. 2005, Vol 27, Num 4, pp 564-575, issn 0141-0296, 12 p.Article

Shear bond of composites-to-brick applied with highly deformable, in relation to resin epoxy, interface materialsKWIECIEN, Arkadiusz.Materials and structures. 2014, Vol 47, Num 12, pp 2005-2020, issn 1359-5997, 16 p.Article

Out-of-plane behaviour of infill masonry panels strengthened with composite materialsVALLUZZI, Maria Rosa; DA PORTO, Francesca; GARBIN, Enrico et al.Materials and structures. 2014, Vol 47, Num 12, pp 2131-2145, issn 1359-5997, 15 p.Article

Static cyclic in-plane shear response of damaged masonry walls retrofitted with NSM FRP strips ― An experimental evaluationKONTHESINGHA, K. M. C; MASIA, M. J; PETERSEN, R. B et al.Engineering structures. 2013, Vol 50, pp 126-136, issn 0141-0296, 11 p.Conference Paper

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