Table of Contents
Buildings, Volume 10, Issue 4 (April 2020) – 18 articles
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Cover Story (view full-size image) The seismic performance of some steel structure-foundation systems designed according to Eurocode 8 [...] Read more. The seismic performance of some steel structure-foundation systems designed according to Eurocode 8 is assessed on the basis of response results from nonlinear time-history seismic analyses employing near-fault seismic motions. Soil-structure interaction effects and different angles of seismic incidence are considered in these analyses. It is concluded that a good seismic performance of steel structure-foundation systems designed in line with Eurocode 8 provisions is not guaranteed for the case of near-fault seismic motions. In particular, the seismic performance of the steel structure is most likely unacceptable, while the one of the foundation is always acceptable. View this paper.