Findings from Department of Civil & Environmental Engineering Yields New Findings on Earthquake Engineering (Seismic assessment of existing…
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The news reporters obtained a quote from the research from the
According to the news reporters, the research concluded: "The results show that flexible systems are more prone to structural failure due to the loss of support of the beam, particularly when the frequency content of the main shock of the seismic excitation includes the natural frequency of the structure in the vertical direction."
For more information on this research see: Seismic assessment of existing precast structures with dry-friction beam-to-column joints. Bulletin of Earthquake Engineering, 2018;16(5):2067-2086. Bulletin of Earthquake Engineering can be contacted at: Springer, Van Godewijckstraat 30, 3311 Gz Dordrecht,
Our news correspondents report that additional information may be obtained by contacting A. Titi, Politecn Milan,
The direct object identifier (DOI) for that additional information is: https://doi.org/10.1007/s10518-017-0271-y. This DOI is a link to an online electronic document that is either free or for purchase, and can be your direct source for a journal article and its citation.
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