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Cable supported bridge under movement of foundation due to earthquake

Author(s):

Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Long-Span and High-Rise Structures, Kobe, Japan, September 1998
Published in:
Page(s): 403-408
Year: 1998
DOI: 10.5169/seals-59901
Abstract: The experience of the Akashi Kaikyo Bridge hit by the earthquake indicates that a suspension bridge is such bridge as not seriously effected by movement of foundation as compared with a cable stayed bridge. If the bridge was cable stayed bridge, much more damages would be observed. This paper describes the magnitude of stress of suspension bridge and cable stayed bridge having the same span length caused by movement of foundation due to earthquake.
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: 10.5169/seals-59901.
  • About this
    data sheet
  • Reference-ID
    10016581
  • Published on:
    09/01/2005
  • Last updated on:
    29/12/2019
 
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