Effect of Asynchronous Earthquake Motion on Complex Bridges. I: Methodology and Input Motion.

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Title: Effect of Asynchronous Earthquake Motion on Complex Bridges. I: Methodology and Input Motion.
Authors: Burdette, Nicholas J.1 nick.burdette@arup.com, Elnashai, Amr S.2 aelnash@uiuc.edu, Lupoi, Alessio3 alessio.lupoi@uniroma1.it, Sextos, Anastasios G.4 asextos@civil.auth.gr
Source: Journal of Bridge Engineering. Mar/Apr2008, Vol. 13 Issue 2, p158-165. 8p. 2 Diagrams, 2 Charts, 3 Graphs.
Subjects: Earthquakes, Earth movements, Bridges, Buildings, Engineering geology, Earthquake resistant design, Structural engineering, Moving of buildings, bridges, etc., Models & modelmaking
Abstract: Based on observed damage patterns from previous earthquakes and a rich history of analytical studies, asynchronous input motion has been identified as a major source of unfavorable response for long-span structures, such as bridges. This study is aimed at quantifying the effect of geometric incoherence and wave arrival delay on complex straight and curved bridges using state-of-the-art methodologies and tools. Using fully parametrized computer codes combining expert geotechnical and earthquake structural engineering knowledge, suites of asynchronous accelerograms are produced for use in inelastic dynamic analysis of the bridge model. Two multi-degree-of-freedom analytical models are analyzed using 2,000 unique synthetic accelerograms with results showing significant response amplification due to asynchronous input motion, demonstrating the importance of considering asynchronous seismic input in complex, irregular bridge design. The paper, Part 1 of a two-paper investigation, presents the development of the input motion sets and the modeling and analysis approach employed, concluding with sample results. Detailed results and implications on seismic assessment are presented in the companion paper: Effect of Asynchronous Motion on Complex Bridges. Part II: Results and Implications on Assessment. [ABSTRACT FROM AUTHOR]
Copyright of Journal of Bridge Engineering is the property of American Society of Civil Engineers 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
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  Data: Effect of Asynchronous Earthquake Motion on Complex Bridges. I: Methodology and Input Motion.
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  Data: <searchLink fieldCode="AR" term="%22Burdette%2C+Nicholas+J%2E%22">Burdette, Nicholas J.</searchLink><relatesTo>1</relatesTo><i> nick.burdette@arup.com</i><br /><searchLink fieldCode="AR" term="%22Elnashai%2C+Amr+S%2E%22">Elnashai, Amr S.</searchLink><relatesTo>2</relatesTo><i> aelnash@uiuc.edu</i><br /><searchLink fieldCode="AR" term="%22Lupoi%2C+Alessio%22">Lupoi, Alessio</searchLink><relatesTo>3</relatesTo><i> alessio.lupoi@uniroma1.it</i><br /><searchLink fieldCode="AR" term="%22Sextos%2C+Anastasios+G%2E%22">Sextos, Anastasios G.</searchLink><relatesTo>4</relatesTo><i> asextos@civil.auth.gr</i>
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  Data: <searchLink fieldCode="JN" term="%22Journal+of+Bridge+Engineering%22">Journal of Bridge Engineering</searchLink>. Mar/Apr2008, Vol. 13 Issue 2, p158-165. 8p. 2 Diagrams, 2 Charts, 3 Graphs.
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  Data: <searchLink fieldCode="DE" term="%22Earthquakes%22">Earthquakes</searchLink><br /><searchLink fieldCode="DE" term="%22Earth+movements%22">Earth movements</searchLink><br /><searchLink fieldCode="DE" term="%22Bridges%22">Bridges</searchLink><br /><searchLink fieldCode="DE" term="%22Buildings%22">Buildings</searchLink><br /><searchLink fieldCode="DE" term="%22Engineering+geology%22">Engineering geology</searchLink><br /><searchLink fieldCode="DE" term="%22Earthquake+resistant+design%22">Earthquake resistant design</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+engineering%22">Structural engineering</searchLink><br /><searchLink fieldCode="DE" term="%22Moving+of+buildings%2C+bridges%2C+etc%2E%22">Moving of buildings, bridges, etc.</searchLink><br /><searchLink fieldCode="DE" term="%22Models+%26+modelmaking%22">Models & modelmaking</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Based on observed damage patterns from previous earthquakes and a rich history of analytical studies, asynchronous input motion has been identified as a major source of unfavorable response for long-span structures, such as bridges. This study is aimed at quantifying the effect of geometric incoherence and wave arrival delay on complex straight and curved bridges using state-of-the-art methodologies and tools. Using fully parametrized computer codes combining expert geotechnical and earthquake structural engineering knowledge, suites of asynchronous accelerograms are produced for use in inelastic dynamic analysis of the bridge model. Two multi-degree-of-freedom analytical models are analyzed using 2,000 unique synthetic accelerograms with results showing significant response amplification due to asynchronous input motion, demonstrating the importance of considering asynchronous seismic input in complex, irregular bridge design. The paper, Part 1 of a two-paper investigation, presents the development of the input motion sets and the modeling and analysis approach employed, concluding with sample results. Detailed results and implications on seismic assessment are presented in the companion paper: Effect of Asynchronous Motion on Complex Bridges. Part II: Results and Implications on Assessment. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Journal of Bridge Engineering is the property of American Society of Civil Engineers 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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RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.1061/(ASCE)1084-0702(2008)13:2(158)
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 8
        StartPage: 158
    Subjects:
      – SubjectFull: Earthquakes
        Type: general
      – SubjectFull: Earth movements
        Type: general
      – SubjectFull: Bridges
        Type: general
      – SubjectFull: Buildings
        Type: general
      – SubjectFull: Engineering geology
        Type: general
      – SubjectFull: Earthquake resistant design
        Type: general
      – SubjectFull: Structural engineering
        Type: general
      – SubjectFull: Moving of buildings, bridges, etc.
        Type: general
      – SubjectFull: Models & modelmaking
        Type: general
    Titles:
      – TitleFull: Effect of Asynchronous Earthquake Motion on Complex Bridges. I: Methodology and Input Motion.
        Type: main
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            NameFull: Burdette, Nicholas J.
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            NameFull: Elnashai, Amr S.
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            NameFull: Lupoi, Alessio
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            NameFull: Sextos, Anastasios G.
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            – D: 01
              M: 03
              Text: Mar/Apr2008
              Type: published
              Y: 2008
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              Value: 10840702
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              Value: 13
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              Value: 2
          Titles:
            – TitleFull: Journal of Bridge Engineering
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