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Development and comparison of seismic fragility curves for bridges based on empirical and analytical approaches

Author(s): (Department of Construction Engineering and Management, School of Engineering, Pontificia Universidad Católica de Chile and Research Center for Integrated Disaster Risk Management (CIGIDEN), Santiago, Chile)
(Department of Structural and Geotechnical Engineering, School of Engineering, Pontificia Universidad Católica de Chile and Research Center for Integrated Disaster Risk Management (CIGIDEN), Santiago, Chile)
(Department of Construction Engineering and Management, School of Engineering, Pontificia Universidad Católica de Chile and Research Center for Integrated Disaster Risk Management (CIGIDEN), Santiago, Chile)
(Department of Structural and Geotechnical Engineering, School of Engineering, Pontificia Universidad Católica de Chile and Research Center for Integrated Disaster Risk Management (CIGIDEN), Santiago, Chile)
(Department of Construction Engineering and Management, School of Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile)
(Department of Construction Engineering and Management, School of Engineering, Pontificia Universidad Católica de Chile, Latin American Center of Economic and Social Policies (CLAPES UC), Santiago, Chile)
(Department of Civil Engineering, Engineering Faculty, University of Concepción, Concepción and Research Center for Integrated Disaster Risk Management (CIGIDEN), Santiago, Chile)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 7, v. 19
Page(s): 1-15
DOI: 10.1080/15732479.2021.1993937
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/15732479.2021.1993937.
  • About this
    data sheet
  • Reference-ID
    10636824
  • Published on:
    30/11/2021
  • Last updated on:
    01/04/2023
 
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