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Development of Next Generation Adaptive Seismic Protection Systems
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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
Organization(s): 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)
Website(s): NEES-UB (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
Equipment: View Details
Tools: inDEED
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)
Zhan Shu, "Seismic Responses and Protection of Building Systems Using PBEE Methodology" (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)
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Tags (keywords):
  1. Adaptive seismic protection systems
  2. Negative Stiffness Device
  3. shake table testing
  4. Apparent Weakening
  5. Apparent yielding
  6. baseisolatedbuilding
  7. Adaptive Stiffness Structures
Data Re-use Status: This Project does not reuse data from other projects.