PREASSEMBLED SHEAR REINFORCING UNITS FOR FLAT PLATES = ARMATURES D'EFFORT TRANCHANT PRE-ASSEMBLEES POUR DALLES CHAMPIGNONSSEIBLE F; AMIN GHALI; DILGER WH et al.1980; J. AMER. CONCR. INST.; USA; DA. 1980; VOL. 77; NO 1; PP. 28-35; BIBL. 9 REF.Article

Advanced composites build on success = Les composites avancés progressent avec leurs succèsSEIBLE, F; KARBHARI, V.Civil engineering (New York, NY. 1983). 1996, Vol 66, Num 8, pp 44-47, issn 0885-7024Article

Nonlinear behaviour and failure analysis of multicell reinforced concrete box girder bridges = Analyse de la rupture et du comportement non linéaire de ponts à poutres caisson en béton armé à plusieurs cellulesSEIBLE, F; SCORDELIS, A. C.Canadian journal of civil engineering (Print). 1984, Vol 11, Num 3, pp 411-422, issn 0315-1468Article

Full-scale structural testing = Essai de structure en vraie grandeurSEIBLE, F; HEGEMIER, G. A.Concrete international. 1986, Vol 8, Num 7, pp 48-52, issn 0162-4075Article

Development of a performance evaluation database for concrete bridge components and systems under simulated seismic loadsHOSE, Y; SILVA, P; SEIBLE, F et al.Earthquake spectra. 2000, Vol 16, Num 2, pp 413-442, issn 8755-2930Article

Kings stormwater channel and I-5/Gilman bridges, USASEIBLE, F; KARBHARI, V. M; BURGUENO, R et al.Structural engineering international. 1999, Vol 9, Num 4, pp 250-253, issn 1016-8664Article

Performance assessment of damaged bridge bents after the Loma Prieta earthquakePRIESTLEY, M. J. N; SEIBLE, F.Bulletin of the New Zealand National Society for Earthquake Engineering. 1992, Vol 25, Num 1, pp 44-51, issn 0110-0718Article

Continuity of precast prestressed spliced-girder bridges under seismic loadsHOLOMBO, J; PRIESTLEY, M. J. N; SEIBLE, F et al.PCI journal. 2000, Vol 45, Num 2, pp 40-63, issn 0887-9672Article

Integrative Structural DesignGEROLD, F; BEUCKE, K; SEIBLE, F et al.Journal of computing in civil engineering. 2012, Vol 26, Num 6, pp 720-726, issn 0887-3801, 7 p.Article

Cyclic testing of built-up steel shear links for the New Bay Bridge = Essai cyclique de construction de liaisons cisaillées en acier pour le nouveau pont Bay bridgeMC DANIEL; UANG, CH.-M; SEIBLE, F et al.Journal of structural engineering (New York, NY). 2003, Vol 129, Num 6, pp 801-809, issn 0733-9445, 9 p.Article

Flexural behavior of circular concrete filled FRP Shells = Comportement à la flexion des coques circulaires en polymère armé de fibres remplies de bétonDAVOL, A; BURGENO, R; SEIBLE, F et al.Journal of structural engineering (New York, NY). 2001, Vol 127, Num 7, pp 810-817, issn 0733-9445Article

Advanced composite stay cablesWERNLI, M; SEIBLE, F.Composite construction - conventional and innovative. International conference. 1997, pp 934-935, isbn 3-85748-092-4Conference Paper

Connection of concrete barrier rails to FRP bridge decksLEI ZHAO; KARBHARI, V. M; HEGEMIER, G. A et al.Composites. Part B, Engineering. 2004, Vol 35, Num 4, pp 269-278, issn 1359-8368, 10 p.Article

Enhancing seismic performance of bridge cap beam-to-column joints using prestressingSRITHARAN, S. S; NIGEL PRIESTLEY, M. J; SEIBLE, F et al.PCI journal. 1999, Vol 44, Num 4, pp 74-91, issn 0887-9672Article

Seismic response of bridge knee joints having columns with interlocking spiralsINGHAM, J. M; PRIESTLEY, M. J. N; SEIBLE, F et al.Bulletin of the New Zealand National Society for Earthquake Engineering. 1997, Vol 30, Num 2, pp 114-132, issn 0110-0718Article

Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength. I: Theoretical considerations and test designNIGEL PRIESTLEY, M. J; SEIBLE, F; YAN XIAO et al.ACI structural journal. 1994, Vol 91, Num 4, pp 394-405, issn 0889-3241Article

Simulated seismic laboratory load testing of full-scale buildingsSEIBLE, F; HEGEMIER, G; IGARASHI, A et al.Earthquake spectra. 1996, Vol 12, Num 1, pp 57-86, issn 8755-2930Article

Simulated seismic-load tests on full-scale five-story masonry building = Essais de charge sismique simulée sur des bâtiments en maçonnerie de cinq niveaux, en vraie grandeurSEIBLE, F; HEGEMIER, G. A; IGARASHI, A et al.Journal of structural engineering (New York, NY). 1994, Vol 120, Num 3, pp 903-924, issn 0733-9445Article

Analytical model for steel-jacketed RC circular bridge columns = Modèle analytique pour des poteaux de ponts circulaires, en béton armé, renforcés par une gaine en acierCHAI, Y. H; PRIESTLEY, M. J. N; SEIBLE, F et al.Journal of structural engineering (New York, NY). 1994, Vol 120, Num 8, pp 2358-2376, issn 0733-9445Article

Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength: II: Test results and comparison with theoryNIGEL PRIESTELY, M. J; SEIBLE, F; XIAO, Y et al.ACI structural journal. 1994, Vol 91, Num 5, pp 537-551, issn 0889-3241Article

A shear-deformable two-layer plate element with interlayer slipLATHAM, C. T; TOLEDANO, A; MURAKAMI, H et al.International journal for numerical methods in engineering. 1988, Vol 26, Num 8, pp 1769-1789, issn 0029-5981Article

Simulation issues with a real-time, full-scale seismic testing systemSHORTREED, J. S; SEIBLE, F; BENZONI, G et al.Journal of earthquake engineering. 2002, Vol 6, pp 185-201, issn 1363-2469, NS1Conference Paper

Seismic response of full-scale five-story reinforced masonry building = Réponse sismique de bâtiments en maçonnerie armée en vraie grandeur de cinq niveauxSEIBLE, F; PRIESTLY, M. J. N; KINGSLEY, G. R et al.Journal of structural engineering (New York, NY). 1994, Vol 120, Num 3, pp 925-946, issn 0733-9445Article

Seismic assessment of the Santa Monica Viaduct bent detailsPRIESTLEY, M. J. N; SEIBLE, F; MACRAE, G. A et al.ACI structural journal. 1997, Vol 94, Num 5, pp 512-524, issn 0889-3241Article

Laboratory simulation of blast loading on building and bridge structuresGRAM, M. M; CLARK, A. J; HEGEMIER, G. A et al.Transactions on the built environment. 2006, Vol v. 87, pp 33-44, issn 1746-4498, isbn 1-8456-4175-2 978-1-8456-4175-7, 1Vol, 12 p.Conference Paper