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Results 1 to 25 of 108

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DISTRIBUTION DES ACTIONS INTERNES DANS LA STRUCTURE DE PONTS BIAIS EN BETONGLOMB J; WESELI J; KLOWAN J et al.1976; ARCH. INZYNIER LAD.; POLSKA; DA. 1976; VOL. 22; NO 2; PP. 207-216; ABS. RUSSE ANGL.; BIBL. 3REF.Article

SKEW AND ELEVATED SUPPORT EFFECTS ON CURVED BRIDGESFUNKHOUSER DW; HEINS CP.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 7; PP. 1379-1396; BIBL. 14 REF.Article

MODEL STUDIES OF SKEW MULTICELL GIRDER BRIDGESGODDEN WG; MOHAMMAD ASLAM.1973; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 201-222; BIBL. 15 REF.Serial Issue

STRUCTURAL BEHAVIOR OF SKEW COMPOSITE GIRDERS BY FINITE ELEMENT METHOD ANALYSIS = COMPORTEMENT STRUCTURAL DE POUTRES BIAISES COMPOSITES PAR ANALYSE AU MOYEN DE LA METHODE DES ELEMENTS FINISMAEDA Y; HONG DUCK CHANG.1974; TECHNOL. REP. OSAKA UNIV.; JAP.; DA. 1974; VOL. 24; NO 1191-1229; PP. 783-802; BIBL. 9REF.Serial Issue

THE INFLUENCE OF SKEW SUPPORTS ON THE BEHAVIOUR OF MULTIBOX BRIDGES = INFLUENCE D'APPUIS BIAIS SUR LE COMPORTEMENT DE PONTS A CAISSONS MULTIPLESBILLINGTON CJ; DOWLING PJ.1976; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1976; VOL. 36; NO 1; PP. 59-77; ABS. FR. ALLEM.; BIBL. 7 REF.Article

BRIDGING THE RISE WITH AN ELEGANT SKEWTIFFEN CE.1975; INDIAN CONCR. J.; INDIA; DA. 1975; VOL. 49; NO 3; PP. 88-89Article

OUVRAGES DE L'AUTOROUTE A26 ENTRE LILLERS ET AIX-NOULETTE (PAS-DE-CALAIS). CONSTRUCTION D'OUVRAGES SUR LA R.N. 37 ET LA VOIE FERREE PARIS-DUNKERQUEBORDONADO G.1974; TRAVAUX; FR.; DA. 1974; NO 476 BIS; PP. 40-42Article

INFLUENCE SURFACES FOR REACTIVE FORCES OF BRIDGE-TYPE SKEW SLABS = SURFACES D'INFLUENCE DES FORCES DE REACTION DES DALLES BIAISES DE PONTKAWAMA I; HORIKAWA T; SONODA K et al.1980; J. CIV. ENG. DES.; USA; DA. 1980; VOL. 2; NO 2; PP. 103-120; BIBL. 5 REF.Article

ZUR BERECHNUNG DER LASTVERTEILUNG IN SCHIEFWINKLIGEN, DURCHLAUFENDEN PLATFENBALKENBRUECKEN NACH DEN ANSAETZEN DER STABSTATIK. = SUR LE CALCUL DE LA REPARTITION DES CHARGES DES PONTS BIAIS CONTINUS A DALLE NERVUREE PAR LA METHODE DE LA BARREGLAHN H.1976; BETON-U. STAHLBETONBAU; DTSCH.; DA. 1976; VOL. 71; NO 12; PP. 292-297; BIBL. 3 REF.Article

"LE PONT DE ROSSILLON" SUR LA DEVIATION DE LA RN504 (AIR)ANDRE M; AMAT M; CARSIGNOL M et al.1983; TRAVAUX; ISSN 0041-1906; FRA; DA. 1983; NO 579; PP. 40-46Article

KOMBINACIA MATERIALOV PRI STAVBE SIKMEHO MOSTA MALEJ KONSTRUKCNEJ VYSKY = COMBINAISON DE MATERIAUX DANS LA CONSTRUCTION D'UN PONT BIAIS DE FAIBLE HAUTEUR DE STRUCTUREMARTINCEK M.1981; INZ. STAVBY; ISSN 0021-0277; CSK; DA. 1981; NO 2; PP. 98-100; ABS. RUS/ENG/GER; BIBL. 2 REF.Article

THERMAL STRESS ANALYSIS OF CONTINUOUS SKEW BRIDGE = ANALYSE DES CONTRAINTES THERMIQUES DANS UN PONT BIAIS CONTINUFAZLUR RAHMAN; GEORGE KP.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 7; PP. 1525-1541; BIBL. 14 REF.Article

DESIGN AND ANALYSIS ON SKEW BRIDGE STRUCTURES.LEE DJ; CHAPLIN EC.sdIN: SYMP. PRESTRESSED CONCR. SHORT MEDIUM SPAN BRIDGES. PROC.; SYDNEY; 1976; S.L.; F.I.P.; DA. S.D.; PP. 1-13; H.T. 12; BIBL. 1 P. 1/2Conference Paper

SKEWED BRIDGES WITH INTERMEDIATE TRANSVERSE BRACINGS = PONTS BIAIS AVEC ENTRETOISEMENTS TRANSVERSES INTERMEDIAIRESSHERIF AGGOUR M; SHAFIK AGGOUR M.1979; PROV. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 8; PP. 1621-1636; BIBL. 19 REF.Article

BEHAVIOR OF SHEWED BEAM AND SLAB BRIDGE DECKS = COMPORTEMENT DES POUTRES ET DES DALLES DE TABLIERS DE PONTS BIAISJUST DJ.1981; PROC. AM. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; PP. 299-316; ABS. STZ; BIBL. 5 REF.Article

DYNAMIC RESPONSE OF SKEW BRIDGE DECKS.SRINIVASAN RS; MUNASWAMY K.1978; EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1978; VOL. 6; NO 2; PP. 139-156; BIBL. 13 REF.Article

SIKME KOMURKOVE MOSTY-PROSTE PODEPRENE KONSTRUKCE = PONT BIAIS A POUTRE CAISSON. STRUCTURES A SIMPLE SUPPORTKRISTEK V.1980; INZ. STAVBY; CSK; DA. 1980; VOL. 28; NO 6; PP. 230-235; ABS. RUS/GER/ENG; BIBL. 6 REF.Article

DYNAMIC TESTING OF A MODERN CONCRETS BRIDGE = ESSAI DYNAMIQUE DES PONTS MODERNES EN BETONRAINER JH; PERNICA G.1979; CANAD. J. CIV. ENGNG; CAN; DA. 1979; VOL. 6; NO 3; PP. 447-455Article

LA PREMIERE SECTION DE LA ROCADE SUD DE TOULOUSE. DEUX GRANDS OUVRAGES. LES PONTS DE L'O.N.I.A. ET D'EMPALOT1976; CONSTRUCTION; FR.; DA. 1976; VOL. 31; NO 2; PP. 67-77Article

Beam-and-slab bridges with small skew = Ponts à poutres et dalle biaisSURANA, C. S; HUMAR, J. L.Canadian journal of civil engineering (Print). 1984, Vol 11, Num 1, pp 117-121, issn 0315-1468Article

Pont sur la Lys à Wielsbeke = Bridge on the river Lys at WielsbekeVAN DESSEL, E.Revue générale des routes et des aérodromes. 1997, issn 0035-3191, p. 73, Hors série 2Article

Flexural shear failure of reinforced concrete slab bridges = Rupture par la flexion due au cisaillement des poutres-dalles en béton arméCOPE, R. J.Proceedings - Institution of Civil Engineers. Part 2. Research and theory. 1985, Vol 79, pp 559-583, issn 0307-8361Article

Analysis of skewed multibeam bridges by the transfer matrix method = Analyse de ponts biais à multipoutres par la méthode des matrices de transfertBUCKLE, I. G; LEE, W.-O.Canadian journal of civil engineering (Print). 1985, Vol 12, Num 1, pp 24-35, issn 0315-1468Article

Load distribution in continuous composite bridges = Distribution de charge dans les ponts mixtes continusKENNEDY, J. B; GRACE, N. F.Canadian journal of civil engineering (Print). 1983, Vol 10, Num 3, pp 384-395, issn 0315-1468Article

Analysis and design of a rigid frame bridge with skew, curved plan geometry = Analyse et calcul d'un pont à cadre rigide à géométrie plane courbe et biaiséFAM, A.Canadian journal of civil engineering (Print). 1984, Vol 11, Num 3, pp 616-624, issn 0315-1468Article

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