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A unified mode combination theory for stationary response of structural systems

Author(s):
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 2, v. 21
Page(s): 109-126
DOI: 10.1002/eqe.4290210202
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.4290210202.
  • About this
    data sheet
  • Reference-ID
    10112291
  • Published on:
    11/12/2018
  • Last updated on:
    11/12/2018
 
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