Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing

Lydell Wiebe, Constantin Christopoulos, Robert Tremblay and Martin Leclerc

Article (2013)

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Department:	Department of Civil, Geological and Mining Engineering
PolyPublie URL:	https://publications.polymtl.ca/12960/
Journal Title:	Earthquake Engineering and Structural Dynamics (vol. 42, no. 7)
Publisher:	Wiley
DOI:	10.1002/eqe.2259
Official URL:	https://doi.org/10.1002/eqe.2259
Date Deposited:	18 Apr 2023 15:10
Last Modified:	08 Apr 2025 01:39

Cite in APA 7:	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. https://doi.org/10.1002/eqe.2259
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