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Effects of Pounding and Skewness on Seismic Responses of Typical Multispan Highway Bridges Using the Fragility Function Method

Author(s):

Medium: journal article
Language(s): English
Published in: Journal of Bridge Engineering (ASCE), , n. 6, v. 18
Page(s): 499-515
DOI: 10.1061/(asce)be.1943-5592.0000414
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: 10.1061/(asce)be.1943-5592.0000414.
  • About this
    data sheet
  • Reference-ID
    10088623
  • Published on:
    02/12/2018
  • Last updated on:
    02/12/2018
 
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