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kw.\*:("PONT CANTILEVER")

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DER KRAGPLATTENSTREIFEN UNTER TEILWEISER VOLLBELASTUNG = LES DALLES EN ENCORBELLEMENT CHARGES PARTIELLEMENTVALENTIN G.1975; BAUINGENIEUR; DTSCH.; DA. 1975; VOL. 50; NO 3; PP. 101-107; BIBL. 5 REF.Article

TRAVAIL STATIQUE DE PONTS CANTILEVER A CADRES AVEC UN SCHEMA REGULIERROSSIJSKIJ VA; KOZHUSHKO VP; KOVALEVSKIJ AA et al.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 6; PP. 130-133; BIBL. 2 REF.Article

COMMENTS ABOUT THE FREE CANTILEVER TYPE BRIDGEJAUREGUI TOLEDO H.1978; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JPN; DA. 1978; VOL. 14; PP. 245-254Article

DER ZWEITE HAVELUEBERGANG POTSDAM - EINE BRUECKE IM FREIVORBAU. = LE SECOND PASSAGE SUR LA HAVEL A POSTDAM - UN PONT CANTILEVERSCHMIDT R; PUST GJ; SIICH W et al.1977; STRASSE; DTSCH.; DA. 1977; VOL. 17; NO 7; PP. 283-291; BIBL. 10 REF.Article

THE DESIGN, CONSTRUCTION AND DEFLECTIONS OF THE RIP BRIDGE.FRIED A; HUGHES GW; BEAL DL et al.sdIN: SYMP. PRESTRESSED CONCR. SHORT MEDIUM SPAN BRIDGES. PROC.; SYDNEY; 1976; S.L.; F.I.P.; DA. S.D.; PP. 1-2Conference Paper

PONTS, ROUTES SURELEVEES ET VIADUCS EN BETON PRECONTRAINT ARME. (BETON PARTIELLEMENT PRECONTRAINT CLASSE 2). METHODE DE CALCUL, PROJET ET REALISATIONCHAIKES S.1973; ANN. TRAV. PUBLICS BELG.; BELG.; DA. 1973; NO 4; PP. 225-253; ABS. NEERL.; BIBL. 6 REF.Article

SALLINGSUNDBSO: INJICERING OF FORSPAENDINGSKABLER = LE PONT DE SALLINGSUND: L'INJECTION DES GAINES DE CABLES DE PRECONTRAINTESCHAARUP F; NYMAND KK.1979; NORD. BETONG; SWE; DA. 1979; VOL. 23; NO 1; PP. 11-22; ABS. ENG/FIN; BIBL. 3 REF.Article

VOM BAU DER SALLINGSUNDBRUECKE. = CONSTRUCTION DU PONT DU SALLINGSUNDPEDERSEN HN; MULLER J; WITTFOHT H et al.1977; BETON- U. STAHLBETONBAU; DTSCH.; DA. 1977; VOL. 72; NO 4; PP. 77-85; BIBL. 6 REF.Article

IN YUGOSLAVIA: CANTILEVER CONSTRUCTION OF LARGE CONCRETE ARCH BRIDGES = EN YOUGOSLAVIE: CONSTRUCTION EN PORTE-A-FAUX POUR DE GRANDS PONTS EN ARC EN BETONCANDRLIC V.1981; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1981; VOL. 3; NO 8; PP. 43-47; BIBL. 6 REF.Article

An earth balanced cantilever bridge = Pont cantilever équilibré par de la terreNAZIR, C. P.Journal of the Institution of Engineers. India. Civil Engineering Division. 1984, Vol 64, pp 232-238, issn 0020-336X, 4Article

AERODYNAMIC RESPONSE OF LONG H-SECTIONS = REPONSE AERODYNAMIQUE D'ELEMENTS A SECTION EN H ALLONGEMAHER FJ; WITTIG LE.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 183-198; BIBL. 16 REF.Article

UN CINQUIEME PONT POUR ROUENAMIOT V; NERON P.1979; MONITEUR BATIM. TRAV. PUBL.; FRA; DA. 1979; NO 51; PP. 12-16Article

FORTSCHRITT IM FREIVORBAU. NEUE BETONIER- UND SCHALUNGS-TECHNIKEN BEIM BAU DER KOCHERTALBRUECKE. = PROGRES DANS LA CONSTRUCTION PAR ENCORBELLEMENT. NOUVELLES TECHNIQUES DE COFFRAGE ET DE BETONNAGE UTILISEES POUR LA CONSTRUCTION DU PONT DE KOCHERTAL1978; BETON; DTSCH.; DA. 1978; VOL. 28; NO 3; PP. 83-87; ABS. FR. ANGL.Article

COMPORTEMENT DE LA DALLE ORTHOTROPE EN ENCORBELLEMENT EN PHASE ELASTIQUE.TRAM IV TEK.1975; AO-CNRS-12965; FR.; DA. 1975; PP. 1-86; H.T. 3; BIBL. 1 P. 1/2; (THESE DOCT.-ING.; PARIS VI)Thesis

NEW DEVELOPMENTS IN BRIDGE ENGINEERING IN WEST GERMANY = DEVELOPPEMENTS RECENTS EN MATIERE DE CONSTRUCTION DE PONTS EN ALLEMAGNE DE L'OUESTPRAKASH RAO DS.1982; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1982; VOL. 4; NO 5; PP. 46-52; BIBL. 33 REF.Article

HOUSTON SHIP CHANNEL BRIDGE = LE PONT DE HOUSTON AU-DESSUS DU CHENAL DES PETROLIERSPICKARD SS.1981; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1981; VOL. 3; NO 8; PP. 54-62Article

Structural parameter sensitivity analysis of cantilever- and bridge-type accelerometersKOVACS, Adam; VIZVARY, Zsolt.Sensors and actuators. A, Physical. 2001, Vol 89, Num 3, pp 197-205, issn 0924-4247Article

Multi-mode frequency analysis for the dynamic characterization of microstructuresBERGAUD, C; NICU, L; MARTINEZ, A et al.SPIE proceedings series. 1999, pp 757-764, isbn 0-8194-3154-0, 2VolConference Paper

Bridge over the River Lek: The NetherlandsConcrete engineering (Farnham). 2004, Vol 8, Num 1, issn 1475-9438, p. 16Article

The new Redheugh Bridge = Le nouveau pont de RedheughLORD, J. E. D; GILL, J. M; MURRAY, J et al.1984, Vol 76, pp 497-521Article

Fall risk assessment of cantilever bridge projects using Bayesian networkCHEN, Tung-Tsan; LEU, Sou-Sen.Safety science. 2014, Vol 70, pp 161-171, issn 0925-7535, 11 p.Article

The Chesapeake and Delaware Canal Bridge : design-construction highlightsPATE, D.PCI journal. 1995, Vol 40, Num 5, pp 20-30, issn 0887-9672Article

Conceptions nouvelles permises par l'emploi de bétons à hautes performances = New developments allowed for by the use of high-performance concretes1987, 2 vol., pagination multReport

Balanced cantilever twin bridges at Mooney Mooney creekANDERSON, T. A; JUDD, B. J.Transactions of the Institution of Engineers, Australia. Civil engineering. 1986, Vol 28, Num 2, pp 129-137, issn 0819-0259Article

Taf Fawr Bridge. IIBARFOOT, J.Concrete (London). 1986, Vol 20, Num 9, pp 31-32, issn 0010-5317Article

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