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Seismic design and seismic performance retrofit study for the Akashi Kaikyo Bridge

Author(s):


Medium: journal article
Language(s): English
Published in: Bridge Structures, , n. 2-3, v. 5
Page(s): 109-118
DOI: 10.1080/15732480903142807
Abstract:

Presented in this paper is the original seismic design and the seismic performance retrofit study against large-scale earthquakes of the Akashi Kaikyo Bridge. The Akashi Kaikyo Bridge is the world's longest suspension bridge and was completed in 1998. In the original seismic design, an inland near-field earthquake with large magnitude was not considered for the seismic design force. Although the bridge encountered the Hyogo-ken Nanbu Earthquake in 1995, it was not seriously damaged since the earthquake occurred during its construction. Therefore, a seismic performance retrofit study against large-scale earthquakes has been started. In the seismic performance retrofit study, site-specific large-scale earthquakes including inland near-field earthquakes were defined based on the latest seismological information. As a result, it was found that target seismic performance was ensured by taking some minor countermeasures.

Keywords:
seismic performance

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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: 10.1080/15732480903142807.
  • About this
    data sheet
  • Reference-ID
    10079898
  • Published on:
    08/10/2018
  • Last updated on:
    18/10/2018
 
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