Effect of superstructure modeling assumptions on the seismic performance of seismically isolated buildings
Author:
Affiliation:
1. Department of Civil, Structural, and Environmental Engineering University at Buffalo State University of New York, Buffalo New York New York
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3427
Reference79 articles.
1. NIST.Guidelines for nonlinear structural analysis for design of buildings. Part II–General.NIST GCR 17‐917‐46v1.Gaithersburg MD:National Institute of Standards and Technology;2017.
2. UgurhanB BakerJW DeierleinGG.Uncertainty estimation in seismic collapse assessment of modern reinforced concrete moment frame buildings.Tenth U.S. National Conference on Earthquake Engineering. Frontiers of Earthquake Engineering. July 21–25.Anchorage Alaska:EERI;2014.
3. EFFECT OF MODELLING ASSUMPTIONS AND INPUT MOTION CHARACTERISTICS ON SEISMIC DESIGN PARAMETERS OF RC BRIDGE PIERS
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