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Results 1 to 25 of 613

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Critical review of the CSA A14-07 design provisions for torsion in prestressed concrete polesKUEBLER, Michael; POLAK, Maria Anna.Canadian journal of civil engineering (Print). 2014, Vol 41, Num 4, pp 304-314, issn 0315-1468, 11 p.Article

Research of long-term behaviour of non-prestressed precast concrete beams made continuousMASOVIC, Snežana R; STOSIC, Saša R; PECIC, Nenad P et al.Engineering structures. 2014, Vol 70, pp 11-22, issn 0141-0296, 12 p.Article

CEOS.fr experimental programme and reference specimen tests resultsROSPARS, Claude; CHAUVEL, Danièle.European journal of environmental and civil engineering. 2014, Vol 18, Num 7-8, pp 738-753, issn 1964-8189, 16 p.Conference Paper

At Sea Experiment of a Hybrid Spar for Floating Offshore Wind Turbine Using 1/10-Scale ModelUTSUNOMIYA, Tomoaki; MATSUKUMA, Hidekazu; MINOURA, Shintaro et al.Journal of offshore mechanics and Arctic engineering. 2013, Vol 135, Num 3, issn 0892-7219, 034503.1-034503.8Article

Behaviour of double prestress system in prestressed concrete girdersCHOONG EON KIM; JAE KWAN KIM; JIN KOOK KIM et al.Magazine of concrete research. 2013, Vol 65, Num 13-14, pp 855-864, issn 0024-9831, 10 p.Article

Creep response of GFRP―concrete hybrid structures: Application to a footbridge prototypeGONILHA, José A; CORREIA, João R; BRANCO, Fernando A et al.Composites. Part B, Engineering. 2013, Vol 53, pp 193-206, issn 1359-8368, 14 p.Article

Evaluation of common design policies for precast, prestressed concrete I-girder bridgesBRICE, Richard; SEGUIRANT, Stephen J; KHALEGHI, Bijan et al.PCI journal. 2013, Vol 58, Num 4, pp 68-80, issn 0887-9672, 13 p.Article

Post-tensioned girders with low amounts of shear reinforcement: Shear strength and influence of flangesRUPF, Michael; RUIZ, Miguel Fernandez; MUTTONI, Aurelio et al.Engineering structures. 2013, Vol 56, pp 357-371, issn 0141-0296, 15 p.Article

Response of unbonded prestressed concrete continuous slabs under fire exposureXIAOMENG HOU; WENZHONG ZHENG; KODUR, V. K. R et al.Engineering structures. 2013, Vol 56, pp 2139-2148, issn 0141-0296, 10 p.Article

Shear resistance evaluation of prestressed concrete bridge beams: fib Model Code 2010 guidelines for level IV approximationsBELLETTI, Beatrice; DAMONI, Cecilia; DEN UIJL, Joop A et al.Structural concrete (London. 1999). 2013, Vol 14, Num 3, pp 242-249, issn 1464-4177, 8 p.Article

Hybrid prestressed concrete beams providing flexibility for building services: Construction Engineering = Spannbeton-Hybridträger für flexible Anforderungen der Haustechnik: Konstruktiver FertigteilbauEMPELMANN, Martin; SENDER, Christoph J.Betonwerk und Fertigteil-Technik. 2013, Vol 79, Num 2, pp 111-112, issn 0373-4331, 2 p.Conference Paper

Eugene Freyssinet: Invention of Prestressed Concrete and Precast Segmental ConstructionSHUSHKEWICH, Kenneth W.Structural engineering international. 2012, Vol 22, Num 3, pp 415-423, issn 1016-8664, 9 p.Article

State of the Art of Precast/Prestressed Concrete Sandwich Wall PanelsPCI journal. 2011, Vol 56, Num 2, pp 131-175, issn 0887-9672, 45 p.Article

A GENERAL ANALYTICAL APPROACH FOR PRESTRESSED AND NON-PRESTRESSED CONCRETE BEAM-COLUMNS REINFORCED WITH BONDED AND UNBONDED COMPOSITES: (I) THEORYRODRIGUEZ-GUTIERREZ, J. A; ARISTIZABAL-OCHOA, J. Dario.Dyna (Medellín). 2011, Vol 168, pp 19-27, issn 0012-7353, 9 p.Article

Cohesive-frictional model for bond and splitting action of prestressing wireGALVEZ, J. C; BENITEZ, J. M; CASATI, M. J et al.International journal for numerical and analytical methods in geomechanics (Print). 2011, Vol 35, Num 11, pp 1257-1277, issn 0363-9061, 21 p.Article

Long-term behavior of PC beams externally plated with prestressed FRP systems: A mechanical modelASCIONE, Luigi; PAOLO BERARDI, Valentino; D'APONTE, Anna et al.Composites. Part B, Engineering. 2011, Vol 42, Num 5, pp 1196-1201, issn 1359-8368, 6 p.Article

Span-to-height ratio limits for prestressed concrete membersDEBERNARDI, P. G; TALIANO, M.Structural concrete (London. 1999). 2010, Vol 11, Num 1, pp 35-43, issn 1464-4177, 9 p.Article

Testing of five 30-year-old prestressed concrete beams : TransportationLUNDQVIST, Peter; RIIHIMÄKI, Juha.PCI journal. 2010, Vol 55, Num 4, pp 50-58, issn 0887-9672, 9 p.Article

Numerical investigation of noise generation and radiation from an existing modular expansion joint between prestressed concrete bridgesGHIMIRE, Jhabindra P; MATSUMOTO, Yasunao; YAMAGUCHI, Hiroki et al.Journal of sound and vibration. 2009, Vol 328, Num 1-2, pp 129-147, issn 0022-460X, 19 p.Article

Transfer lengths of prestressed beams cast with self-consolidating concreteSTATON, Blake W; DO, Nam H; RUIZ, Edmundo D et al.PCI journal. 2009, Vol 54, Num 2, pp 64-83, issn 0887-9672, 20 p.Article

Obtaining ductile performance from precast. prestressed concrete piles : BridgesBUDEK, Andrew; BENZONI, Gianmario.PCI journal. 2009, Vol 54, Num 3, pp 64-80, issn 0887-9672, 17 p.Article

A simple sign convention for elastic analysis of prestressed concrete membersSTANTON, John F.PCI journal. 2007, Vol 52, Num 6, pp 81-88, issn 0887-9672, 8 p.Article

All-precast-concrete solution for university of Hawai'i school of medicine buildingsFUNG, Bennett; WONG, Kathleen; KEMPERS, Les et al.PCI journal. 2007, Vol 52, Num 4, pp 20-33, issn 0887-9672, 14 p.Article

Comportement mécanique de poutres attaquées par la corrosion : Utilisation du code de calcul Eficos = Mechanical behavior of beams attacked by corrosion: Use of the software EficosTURCRY, Philippe; BONNET, Stéphanie; PIJAUDIER-CABOT, Gilles et al.Revue européenne de génie civil. 2007, Vol 11, Num 1-2, pp 195-211, issn 1774-7120, 17 p.Article

Damage assessment of prestressed concrete beams using artificial neural network (ANN) approachJEYASEHAR, C. Antony; SUMANGALA, K.Computers & structures. 2006, Vol 84, Num 26-27, pp 1709-1718, issn 0045-7949, 10 p.Article

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