Title

A Model For Correlation Of Bridge Seismic Performance

Abstract

A model for bridge seismic performance correlation is proposed consistent with PEER framework to facilitate the reliability assessment of bridge networks,which takes the probabilistic model for reinforced concrete bridges by Mackie et al. (2008) as the basis. In the formulation of the correlation model, the variables presented in the PEER framework for probabilistic performance-based seismic evaluation are considered and the parameters relevant to the seismic performance correlation are included in the proposed model, while the background, i.e. the sources of the correlation of the bridge seismic performance, is introduced first. Finally, the magnitudes of performance correlation is illustrated using the data for performance assessment of typical Caltrans highway overpass bridges in the San Francisco Bay Area hazard environment developed by the PEER Center. © 2013 Taylor & Francis Group, London.

Publication Date

12-1-2013

Publication Title

Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013

Number of Pages

4275-4280

Document Type

Article; Proceedings Paper

Personal Identifier

scopus

Socpus ID

84892404262 (Scopus)

Source API URL

https://api.elsevier.com/content/abstract/scopus_id/84892404262

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