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Implications of subsoil-foundation modelling on the dynamic characteristics of a monitored bridge.

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Title: Implications of subsoil-foundation modelling on the dynamic characteristics of a monitored bridge.
Authors: Faraonis, Periklis1, Sextos, Anastasios1,2, Papadimitriou, Costas3, Chatzi, Eleni4, Panetsos, Panagiotis5
Source: Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance. February2019, Vol. 15 Issue 2, p180-192. 13p.
Subjects: Subsoils, Bridges, System identification, Finite element method, Infrastructure (Economics)
Abstract: Model updating based on system identification (SI) results is a well-established procedure to evaluate the reliability of a developed numerical model. In this inverse assessment problem, soil-foundation compliance is often not explicitly considered rigorously during design and/or purely numerical assessment. The present work aims to investigate the correlation between subsoil-foundation stiffness and modal characteristics of bridges, as a means to identify a threshold beyond which rigorous subsoil modelling is a prerequisite for reliable model updating. The second Kavala Ravine Bridge, in Greece, serves as the case study for this purpose for which a reasonably reliable finite element (FE) model is developed and updated based on ambient vibration measurements. Alternative soil profiles and subsequently redesigned foundation systems are then used to examine the effect that the correspondingly variable soil compliance would have on the natural frequencies of the bridge. It is shown that soil stiffness alone is not an adequate proxy to decide on the necessity for subsoil modelling, as the foundation stiffness (particularly in cases of softer soil profiles) tends to balance the dynamic properties of the holistic soil-foundation system. The soil-foundation stiffness is therefore the key parameter that dictates the need for refined modelling of soil-structure interaction in the framework of SI-based model updating. [ABSTRACT FROM AUTHOR]
Copyright of Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
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DbLabel: Engineering Source
An: 134473183
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  Data: Implications of subsoil-foundation modelling on the dynamic characteristics of a monitored bridge.
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  Data: <searchLink fieldCode="DE" term="%22Subsoils%22">Subsoils</searchLink><br /><searchLink fieldCode="DE" term="%22Bridges%22">Bridges</searchLink><br /><searchLink fieldCode="DE" term="%22System+identification%22">System identification</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink><br /><searchLink fieldCode="DE" term="%22Infrastructure+%28Economics%29%22">Infrastructure (Economics)</searchLink>
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  Label: Abstract
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  Data: Model updating based on system identification (SI) results is a well-established procedure to evaluate the reliability of a developed numerical model. In this inverse assessment problem, soil-foundation compliance is often not explicitly considered rigorously during design and/or purely numerical assessment. The present work aims to investigate the correlation between subsoil-foundation stiffness and modal characteristics of bridges, as a means to identify a threshold beyond which rigorous subsoil modelling is a prerequisite for reliable model updating. The second Kavala Ravine Bridge, in Greece, serves as the case study for this purpose for which a reasonably reliable finite element (FE) model is developed and updated based on ambient vibration measurements. Alternative soil profiles and subsequently redesigned foundation systems are then used to examine the effect that the correspondingly variable soil compliance would have on the natural frequencies of the bridge. It is shown that soil stiffness alone is not an adequate proxy to decide on the necessity for subsoil modelling, as the foundation stiffness (particularly in cases of softer soil profiles) tends to balance the dynamic properties of the holistic soil-foundation system. The soil-foundation stiffness is therefore the key parameter that dictates the need for refined modelling of soil-structure interaction in the framework of SI-based model updating. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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        Value: 10.1080/15732479.2018.1503689
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      – Code: eng
        Text: English
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        PageCount: 13
        StartPage: 180
    Subjects:
      – SubjectFull: Subsoils
        Type: general
      – SubjectFull: Bridges
        Type: general
      – SubjectFull: System identification
        Type: general
      – SubjectFull: Finite element method
        Type: general
      – SubjectFull: Infrastructure (Economics)
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      – TitleFull: Implications of subsoil-foundation modelling on the dynamic characteristics of a monitored bridge.
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            NameFull: Faraonis, Periklis
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            NameFull: Chatzi, Eleni
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            NameFull: Panetsos, Panagiotis
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              Text: February2019
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              Y: 2019
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