Refined NSA approach for seismic assessment of regular RC frames
The nonlinear time-history analysis is often a time-consuming and impractical procedure. A new computer method, developed in the framework of the Eurocode 8 is proposed in this paper. It is based on the determination of both structural capacity - using pushover analysis - and seismic demand - using...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Croatian Association of Civil Engineers
2017-12-01
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Series: | Građevinar |
Online Access: | https://doi.org/10.14256/JCE.1390.2016 |