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Documents dont l'auteur est "Wiebe, Lydell"

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Nombre de documents: 9

Madani, H. M., Wiebe, L., Guo, P., & Koboevic, S. (2025). How Soil-Structure Interaction and Footing Size Affect Seismic Repair Costs of Low-Rise Concentrically Braced Frames. Journal of Earthquake Engineering, 21 pages. Lien externe

Madani, H. M., Wiebe, L., Guo, P., & Koboevic, S. (2025). Functional recovery time of low-rise concentrically braced frame buildings: Probabilistic assessment of footing size effects. Earthquake Spectra, 26 pages. Lien externe

Madani, H. M., Wiebe, L., Guo, P., & Koboevic, S. (2025). Predictive equations for rotation and sliding of shallow footings under seismic loads using Bayesian regression and ANN. Engineering Structures, 339, 120638 (12 pages). Disponible

Madani, H. M., Wiebe, L., Guo, P., & Koboevic, S. (juin 2024). Economic Loss Assessment of Short-Period CBF Buildings with Varying Footing Sizes [Communication écrite]. Canadian Society for Civil Engineering Annual Conference (CSCE 2024), Niagara Falls, ON, Canada. Publié dans Lecture notes in civil engineering, 694. Lien externe

Koboevic, S., Reyes-Fernandez, A., Murugananthan, U., & Wiebe, L. (mars 2023). Strategies for seismic design of shallow foundations for steel building structures [Communication écrite]. 2nd croatian conference on earthquake engineering (2CroCEE), Zagreb, Croatia. Lien externe

Koboevic, S., Murugananthan, U., Reyes-Fernandez, A., Madani, H. M., & Wiebe, L. (mai 2022). Seismic Design of Foundations for Steel-Framed Buildings: A Canadian Perspective [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. Lien externe

Madani, H. M., Wiebe, L., Koboevic, S., & Guo, P. (mai 2022). Seismic Force Demands on the Foundations of Concentrically Braced Frame Systems [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. Lien externe

Wiebe, L., Christopoulos, C., Tremblay, R., & Leclerc, M. (2013). Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing. Earthquake Engineering and Structural Dynamics, 42(7), 1053-1068. Lien externe

Wiebe, L., Christopoulos, C., Tremblay, R., & Leclerc, M. (2013). Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large-amplitude shake table testing. Earthquake Engineering and Structural Dynamics, 42(7), 1069-1086. Lien externe

Liste produite: Fri Dec 5 03:27:53 2025 EST.