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|Executive Summary:||Download Document|
|PI(s):||Satish Nagarajaiah, Michael Constantinou, Andrei M Reinhorn, Michael Symans, Douglas Taylor, Jian Zhang|
|Dates:||September 01, 2008 - August 31, 2013|
|Facility:||State University of New York at Buffalo, NY, United States|
Rensselaer Polytechnic Institute, Troy, NY, United States
Rice University, TX, United States
State University of New York at Buffalo, NY, United States
University of California, Los Angeles, CA, United States
Design of conventional structures specified by the codes is based on the philosophy that the structure should withstand seismic loads while sustaining an acceptable level of damage. Structures are designed to prevent collapse but their serviceability... (more)
|Sponsor:||NSF - CMMI - 0830391 (view)|
NEESR-Adaptive-Structures (NEESR-Adapt-Struct) Research (view)
|Group Space:||Project:Development of Next Generation Adaptive Seismic Protection Systems|
|Report on Data Status:||View Report|
Navid Attary; Michael Symans; Satish Nagarajaiah; Andrei M Reinhorn; Michael Constantinou; Douglas Taylor; Apostolos Aristotelis Sarlis; Dharma Theja Reddy Pasala, "Performance Assessment of a Highway Bridge Structure employing Adaptive Negative Stiffness for Seismic Protection" (view)
Apostolos Aristotelis Sarlis; Dharma Theja Reddy Pasala; Michael Constantinou; Andrei M Reinhorn; Satish Nagarajaiah; Douglas Taylor, "Negative Stiffness Device for Seismic Protection of Base Isolated Structures - Shake Table Testing" (view)more...
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|Data Re-use Status:||This Project does not reuse data from other projects.|