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Optimal cost-effective topology of column bearings for reducing vertical acceleration demands in multistory base-isolated buildings

Author(s):

Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 8, v. 43
Page(s): 1107-1127
DOI: 10.1002/eqe.2388
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: 10.1002/eqe.2388.
  • About this
    data sheet
  • Reference-ID
    10118599
  • Published on:
    07/12/2018
  • Last updated on:
    07/12/2018
 
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