Real-time Hybrid Simulations of a Large-scale Steel Structure with Elastomeric Dampers
September 17, 2013
Filed under Project Spotlight
Tested September 18-19, 2013 between 10 am and 4 pm EDT Phase 5: Steel moment resistant frame was designed for 100% of design base shear. ground motions were scaled to maximum considered earthquake (MCE) hazard level. The NEESR project entitled NEESR-CR: Performance-Based Design for Cost-Effective Seismic Hazard Mitigation in New Buildings Using Supplemental Passive Damper […]
