Application of mathematical functions for seismic increment fragility determination

Junwon Seo, Alan James Hatlestad, Jung Han Kimn, Jong Wan Hu

Research output: Contribution to journalArticlepeer-review

5 Scopus citations

Abstract

The goal of this paper is to determine a mathematical function which most accurately and efficiently models the time-dependent fragility data representing seismic vulnerability for deteriorating bridge pier columns subjected to ground motions rather than the logistic function that has been commonly used for this application while making as many or fewer assumptions. In this paper, three other functions, including the Gompertz function, the Ricker’s growth function, and a power function, are considered and compared against the logistic one. All of these functions are analogous to the logistic one with deviations. The deviating characteristics include the location of the inflection point, the existence of inverted symmetry, and the asymptotic nature of the logistic function. As part of the best function determination procedure, the initial step of a general assessment of a bridge column’s vulnerability to seismic damage is to employ time-dependent fragility data and fit the data to an appropriate curve. Inaccurately fitting the data could result in incorrect assumptions in the assessment, which could lead to miscalculated hazards and cost inefficiencies. For a proper fit, the model should be simplistic so as to make as few assumptions about reality as possible while still reasonably fitting the data. The standard function used to fit the fragility data is the logistic curve due to its well-studied nature and simplicity, but the logistic function may not be ideal. Key findings reveal that the Gompertz function better fits the fragility data and does not make any more assumptions. The Ricker’s growth function and power function do not fit the fragility data well.

Original languageEnglish
Pages (from-to)473-480
Number of pages8
JournalEuropean Journal of Environmental and Civil Engineering
Volume26
Issue number2
DOIs
StatePublished - 2022

Bibliographical note

Funding Information:
This material is based upon work supported by the National Science Foundation under Grant No. 1156906. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the National Science Foundation.

Publisher Copyright:
© 2019 Informa UK Limited, trading as Taylor & Francis Group.

Keywords

  • Deteriorating bridge columns
  • Gompertz function
  • Ricker’s growth function
  • fragility curves
  • logistic function
  • power function

ASJC Scopus subject areas

  • Environmental Engineering
  • Civil and Structural Engineering

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