Performance-based grouping methods of bridge classes for regional seismic risk assessment: Application of ANOVA, ANCOVA, and non-parametric approaches-Reference-Cited by-同舟云学术

Performance-based grouping methods of bridge classes for regional seismic risk assessment: Application of ANOVA, ANCOVA, and non-parametric approaches

Published:2017-06-13 Issue:14 Volume:46 Page:2587-2602
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Mangalathu Sujith¹,Jeon Jong-Su²^ORCID,Padgett Jamie E.³,DesRoches Reginald⁴

Affiliation:

1. School of Civil and Environmental Engineering; Georgia Institute of Technology; Atlanta GA 30332 USA

2. Department of Civil Engineering; Andong National University; Andong Gyeongsangbuk-do 36729 Korea

3. Department of Civil and Environmental Engineering; Rice University; Houston TX 77005 USA

4. Karen and John Huff School Chair and Professor, School of Civil and Environmental Engineering; Georgia Institute of Technology; Atlanta GA 30332 USA

Funder

National Research Foundation of Korea

California Department of Transportation

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. Mechanistic quantification of RC bridge damage states under earthquake through fragility analysis;Banerjee;Probabilististc Engineering Mechanics,2008

2. Mackie KR Stojadinović B Fragility basis for California highway overpass bridge seismic decision making 2005

3. Temporal evolution of seismic fragility curves for concrete box-girder bridges in California;Ramanathan;Engineering Structures,2015

4. ANCOVA-based grouping of bridge classes for seismic fragility assessment;Mangalathu;Engineering Structures,2016

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