Hybrid shake table testing method: Theory, implementation and application to midlevel isolation
Author:
Affiliation:
1. Department of Civil and Environmental Engineering University of California Berkeley CA USA
2. Department of Civil Engineering McMaster University Hamilton Canada
Funder
National Science Foundation
Publisher
Wiley
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.1915
Reference31 articles.
1. Partial mass isolation in tall buildings
2. SEISMIC RESPONSE OF MID-STORY ISOLATED BULIDINGS
3. Aseismic roof isolation system: analytic and shake table studies
4. KobayashiM KohT.Modal coupling effects of midstory isolated buildings.Proceedings of the 14thWorld Conference on Earthquake Engineering Beijing China 2008.
5. Simplified analysis of mid-story seismically isolated buildings
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