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Documents dont l'auteur est "Lacerte, M."

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Nombre de documents: 8

C

Christopoulos, C., Tremblay, R., Kim, H. J., & Lacerte, M. (2008). Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation. Journal of Structural Engineering-Asce, 134(1), 96-107. Lien externe

Christopoulos, C., Kim, H.-J., Tremblay, R., & Lacerte, M. (août 2006). An Innovative Bracing Member with Flag-Shape Hysteretic Response for Enhanced Structural Seismic Performance [Communication écrite]. 5th International Conference STESSA, Yokohama, Japan. Non disponible

I

Izvernari, C., Lacerte, M., & Tremblay, R. (juin 2007). Seismic performance of multi-storey concentrically braced steel frames designed according to the 2005 Canadian seismic provisions [Communication écrite]. 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada. Lien externe

L

Lacerte, M., & Tremblay, R. (2007). Reply to the Discussion by Richard Redwood and Patrick Paultre on "Making Use of Brace Overstrength to Improve the Seismic Response of Multistorey Split-X Concentrically Braced Steel Frames". Canadian Journal of Civil Engineering, 34(5), 688-689. Lien externe

Lacerte, M., & Tremblay, R. (2006). Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames. Canadian Journal of Civil Engineering, 33(8), 1005-1021. Lien externe

T

Tremblay, R., Lacerte, M., & Christopoulos, C. (2008). Seismic Response of Multistory Buildings With Self-Centering Energy Dissipative Steel Braces. Journal of Structural Engineering-Asce, 134(1), 108-120. Lien externe

Tremblay, R., Christopoulos, C., Kim, H.-J., & Lacerte, M. (juin 2007). An innovative bracing member system with self-centering capabilities for improved seismic performance [Communication écrite]. 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada. Lien externe

Tremblay, R., & Lacerte, M. (janvier 2002). Influence of the properties of bracing members on the seismic response of concentrically braced steel frames [Communication écrite]. 12th european conference earthquake engineering, London, England. Non disponible

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