Hydraulic calculation of bridges at high water stagesPICEK, Tomas; HAVLIK, Ales; MATTAS, Daniel et al.Journal of Hydraulic Research. 2007, Vol 45, Num 3, pp 400-406, issn 0022-1686, 7 p.Article

Les caillebotis industriels ont équipé les tabliers du viaduc sur la Loire de l'autoroute A72Chantiers de France (Paris). 1984, Num 170, pp 45-46, issn 0397-4650Article

The performance in service of bridge deck expansion joints = Performance en service des points de dilatation de tablier de pontPRICE, A. R.TRRL Laboratory Report. 1984, Num 1104, issn 0305-1293, 39 p.Serial Issue

Precast concrete deck modules for bridge deck reconstruction = Modules de tablier en béton préfabriqué pour la reconstruction de tablier de pontSLAVIS, C.Journal - Prestressed Concrete Institute. 1983, Vol 28, Num 4, pp 120-135, issn 0032-793XArticle

Replacing bridge decks = Remplacement de tabliers de pontsBETIGOLE, N. H.Civil engineering ASCE. 1990, Vol 60, Num 9, pp 76-77, issn 0360-0556, 2 p.Article

Temperaturunterschied infolge Witterongseinfluss bei Deckbrücken in Massivbauweise = Variation de température sous l'effet des conditions atmosphériques dans les ponts monolithiques à tablier supérieurKÖNIG, G; ZICHNER, T.Bautechnik (Berlin, 1984). 1984, Vol 61, Num 6, pp 211-214, issn 0932-8351Article

A comparison of nondestructive evaluation methods for bridge deck assessmentSCOTT, M; REZAIZADEH, A; DELAHAZA, A et al.NDT & E international. 2003, Vol 36, Num 4, pp 245-255, issn 0963-8695, 11 p.Article

Untersuchungen zur Festlegung der Nutzhöhe bei Stahlbeton- und Spannbetonüberbauten im Brückenbau = Etudes permettant de fixer la hauteur utile des superstructures de ponts en béton armé et précontraintHÖPTNER, M.Wissenschaftliche Zeitschrift - Hochschule für Verkehrswesen Friedrich List, Dresden. 1985, Vol 32, Num 2, pp 355-366, issn 0043-6844Article

Calculul lonjeronului unui pod metalic de cale feratà in ipoteza conlucrariu retelei de grinzi de la nivelul caˇii = Calcul de la poutre longitudinale d'un pont rail comme élément de treillis porteurBAˇNCILAˇ, R; FLESERIU, I; BONDARIUC, V et al.Buletinul stiintific si tehnic al Institutului politehnic «Traian Vuia» Timisoara. Seria constructii. 1982, Vol 27, Num 1-2, pp 89-96Article

Impalcati a conci prefabbricati per i viadotti dell' autostrada Udine-Carnia-Tarvisio = Tabliers à voussoirs préfabriqués pour les viaducs de l'autoroute Udine-Carnia-TarvisioFAUSTETTI, F; ROVERA, A.L'Industria italiana del cemento. 1985, Vol 55, Num 593, pp 604-625, issn 0019-7637Article

Ermittlung von Ausgleichsgradienten auf Brücken = Détermination des gradients d'égalisation sur des pontsGROSSER, R.BMT. Baumaschine + Bautechnik. 1985, Vol 32, Num 6, pp 233-235, issn 0005-6693Article

Atomic force microscopy investigations on nanoindentation impressions of some metals : effect of piling-up on hardness measurementsJAUBERTEAU, I; NADAL, M; JAUBERTEAU, J. L et al.Journal of materials science. 2008, Vol 43, Num 17, pp 5956-5961, issn 0022-2461, 6 p.Article

Studies of low-porosity concretes designed for bridge deck applications. I: Introductory remarks, mix designs, strength development, and rheological characteristics = Etude de bétons de faible porosité pour tabliers de ponts. I: Remarques introductives, formulations, développement des résistances, et caractéristiques rhéologiquesCOLEMAN, S. E; DIAMOND, S.Cement and concrete research. 1984, Vol 14, Num 5, pp 670-678, issn 0008-8846Article

SULLA RIGIDEZZA TRASVERSALE DEGLI IMPALCATI DA PONTE = SUR LA REGIDITE TRANSVERSALE DES TABLIERS DE PONTAUGENTI N.1978; COSTR. METAL.; ITA; DA. 1978; VOL. 30; NO 6; PP. 253-257; ABS. ENGArticle

RENOVATION OF LIONS'GATE BRIDGE NORTH VIADUCTTAYLOR PR.1978; TRANSPORT. RES. REC.; USA; DA. 1978; NO 664; PP. 77-79Conference Paper

Experimental study on static characteristics of the bridge deck section under simultaneous actions of wind and rainDABO XIN; HUI LI; LIANG WANG et al.Journal of wind engineering and industrial aerodynamics. 2012, Vol 107-108, pp 17-27, issn 0167-6105, 11 p.Article

Spectral proper transformation of wind pressure fluctuations: application to a square cylinder and a bridge deckDE GRENET, Enrico T; RICCIARDELLI, Francesco.Journal of wind engineering and industrial aerodynamics. 2004, Vol 92, Num 14-15, pp 1281-1297, issn 0167-6105, 17 p.Article

Edge degree-of-sharpness and free-stream turbulence scale effects on the aerodynamics of a bridge deckFRANSOS, Davide; BRUNO, Luca.Journal of wind engineering and industrial aerodynamics. 2010, Vol 98, Num 10-11, pp 661-671, issn 0167-6105, 11 p.Article

Time domain vs. frequency domain characterization of aeroelastic forces for bridge deck sectionsCARACOGLIA, L; JONES, N. P.Journal of wind engineering and industrial aerodynamics. 2003, Vol 91, Num 3, pp 371-402, issn 0167-6105, 32 p.Article

Rapid Bridge Deck Condition Assessment Using Three-Dimensional Visualization of Impact Echo DataGUCUNSKI, Nenad; YAN, Michelle; ZHE WANG et al.Journal of infrastructure systems. 2012, Vol 18, Num 1, pp 12-24, issn 1076-0342, 13 p.Article

FIELD ANALYSIS OF BRIDGE GRIDS WITH NON-WARPING TORSION.SMITH JC; DEAN DL.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 6; PP. 519-527; BIBL. 3 REF.Article

Le viaduc de Limay (Yvelines) = The Limay viaduct (Yvelines region)HUMBERT, E; HOOGHE, J; DURAND-DELACRE, X et al.Travaux (Paris). 1993, Num 686, pp 37-44, issn 0041-1906Article

Le viaduc ferroviaire de Commelles (Oise, 1985) = The railway viaduct of Commelles (Oise region, 1985)Travaux (Paris). 1992, Num 672, pp 26-27, issn 0041-1906Article

Ampliamento di un ponte sul torrente Pelliu, Torino = Elargissement d'un pont sur le torrent Pelliu près de Turin = Extension of a bridge near TurinFEGATELLI, M; SIMONELLI, G.Industria delle costruzioni. 1988, Vol 22, Num 200, pp 49-52, issn 0579-4900Article

Application of fuzzy set theory to fatigue analysis of bridge structures = Application de la théorie des ensembles flous aux calculs à la fatigue de structures de pontsSHIRAISHI, N; FURUTA, H; OZAKI, Y et al.Information sciences. 1988, Vol 45, Num 2, pp 175-184, issn 0020-0255Article