Seismic Performance of Steel Structure-Foundation Systems Designed According to Eurocode 8 Provisions: The Case of Near-Fault Seismic Motions

Seismic Performance of Steel Structure-Foundation Systems Designed According to Eurocode 8 Provisions: The Case of Near-Fault Seismic Motions

The seismic performance of steel structure-foundation systems subjected to near-fault earthquakes was assessed on the basis of response results from nonlinear time-history seismic analyses. The structural results included the maximum values for residual interstory drift ratios, base shears, and over...

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Bibliographic Details
Main Authors: Panagiota Katsimpini, Foteini Konstandakopoulou, George Papagiannopoulos, Nikos Pnevmatikos, George Hatzigeorgiou
Format: Article
Language:English
Published: MDPI AG 2020-03-01
Series:Buildings
Subjects:
seismic performance
steel structures
foundation
soil-structure interaction
near-fault seismic motions
structural safety
european codes
Online Access:https://www.mdpi.com/2075-5309/10/4/63

Internet

https://www.mdpi.com/2075-5309/10/4/63

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