Comprehensive nonlinear seismic performance assessment of MR damper controlled systems using virtual real‐time hybrid simulation
Author:
Affiliation:
1. Department of Civil EngineeringUniversity of Nevada Reno Reno Nevada USA
2. Department of Civil EngineeringK. N. Toosi University of Technology Tehran Iran
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1606
Reference49 articles.
1. Direct performance-based design with 200kN MR dampers using multi-objective cost effective optimization for steel MRFs
2. Local and global buckling condition of all-steel buckling restrained braces
3. Effect of filler material on local and global behaviour of buckling-restrained braces
4. R.Karami Mohammadi A.Nasri andA.Ghaffary TADAS dampers in very large deformations International journal of steel structures. International journal of steel structures 2016.
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