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Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations — I: Theory

Author(s):


Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Engineering Vibration, , n. 3, v. 6
Page(s): 295-306
DOI: 10.1007/s11803-007-0747-x
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: 10.1007/s11803-007-0747-x.
  • About this
    data sheet
  • Reference-ID
    10322665
  • Published on:
    12/07/2019
  • Last updated on:
    12/07/2019
 
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