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Documents publiés en "2011"

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Nombre de documents: 8

C

Charron, J.-P., Duchesneau, F., & Massicotte, B. (juin 2011). Static and dynamic behavior of precast bridge parapets in ultra-high fiber reinforced concrete [Communication écrite]. 6th International Workshop High Performance Fiber Reinforced Cement Composites, Ann Arbor, Michigan. Non disponible

Charron, J.-P., Namy, M., & Massicotte, B. (août 2011). Mechanical behavior of bridge decks with precast parapets [Communication écrite]. International conférence RF2B, Luxembourg. Non disponible

Charron, J.-P., Niamba, E., & Massicotte, B. (2011). Static and dynamic behavior of high- and ultrahigh-performance fiber-reinforced concrete precast bridge parapets. Journal of Bridge Engineering, 16(3), 413-421. Lien externe

D

Duchesneau, F., Charron, J.-P., & Massicotte, B. (2011). Monolithic and hybrid precast bridge parapets in high and ultra-high performance fibre reinforced concretes. Canadian Journal of Civil Engineering, 38(8), 859-869. Lien externe

K

Khaled, A., Massicotte, B., & Tremblay, R. (2011). Cyclic testing of large-scale rectangular bridge columns under bidirectional earthquake components. Journal of Bridge Engineering, 16(3), 351-363. Lien externe

Khaled, A., Tremblay, R., & Massicotte, B. (2011). Combination rule for the prediction of the seismic demand on columns of regular bridges under bidirectional earthquake components. Canadian Journal of Civil Engineering, 38(6), 698-709. Lien externe

Khaled, A., Tremblay, R., & Massicotte, B. (2011). Effectiveness of the 30%-rule at predicting the elastic seismic demand on bridge columns subjected to bi-directional earthquake motions. Engineering Structures, 33(8), 2357-2370. Lien externe

N

Nour, A., Massicotte, B., De Montaignac, R., & Charron, J.-P. (2011). Derivation of a crack opening deflection relationship for fibre reinforced concrete panels using a stochastic model: Application for predicting the flexural behaviour of round panels using stress crack opening diagrams. Cement and Concrete Research, 41(9), 964-974. Lien externe

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