Full-Scale Seismically Isolated Bridge Testing (NEES-2010-0976)

By Andrew Whittaker

Version 1.0

License

DOI

10.7277/MTQ2-KC69

Category

Uncategorized

Published on

Aug 31, 2017

Abstract

Title: Full-Scale Seismically Isolated Bridge Testing (NEES-2010-0976)

Year Of Curation: 2013

Description: The analysis and design of seismically isolated structures are based on bounding procedures that accounts for plausible changes in mechanical properties of isolation hardware (elastomeric, lead-rubber or sliding bearings) due to natural occurring phenomena during the lifetime of the structure. This research focuses on the performance of seismic isolation technology over time and over a wide spectrum of temperatures and other environmental conditions, and it is based on the experimental study of a full-scale seismically isolated bridge.

Award: N/A

PIs & CoPIs: Andrew Whittaker

Dates: November 2, 2010 to June 12, 2014

Organizations: State University of New York at Buffalo, NY, United States

Facilities: State University of New York at Buffalo, NY, United States

Sponsor: MCEER Center, State of New York

Keywords: free vibration response, bridge structure

Publications: --

Cite this work

  • Andrew Whittaker (2017), "Full-Scale Seismically Isolated Bridge Testing (NEES-2010-0976)," https://datacenterhub.org/deedsdv/publications/view/310.

Keywords

Free Vibration Response, bridge structure