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Study of the unified strength theory for seismic response of frame building on loess considering soil‐structure interaction

Author(s): (Key Laboratory of Geotechnical and Underground Space Engineering (XAUAT) Xi'an China)
(Key Laboratory of Geotechnical and Underground Space Engineering (XAUAT) Xi'an China)
(Key Laboratory of Geotechnical and Underground Space Engineering (XAUAT) Xi'an China)
(Key Laboratory of Geotechnical and Underground Space Engineering (XAUAT) Xi'an China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 13, v. 32
DOI: 10.1002/tal.2038
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/tal.2038.
  • About this
    data sheet
  • Reference-ID
    10731243
  • Published on:
    04/08/2023
  • Last updated on:
    04/08/2023
 
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