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Structural vibration control of the curved bridge based on the combined effects of TLMD and LMD

Author(s): (School of Civil Engineering, Southeast University, Nanjing, China)
(School of Civil Engineering, Southeast University, Nanjing, China)
(China Railway Bridge Science Research Institute, Ltd., Wuhan, China)
(School of Architecture and Civil Engineering, Chengdu University, Chengdu, China)
(China Zhongtie Major Bridge Engineering Group No.2 Engineering Co., Ltd, Nanjing, China)
(China Railway Bridge Science Research Institute, Ltd., Wuhan, China)
ORCID (Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China)
(Shenzhen Road & Bridge Group Co., Ltd., Shenzhen, China)
(Shenzhen Road & Bridge Group Co., Ltd., Shenzhen, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering
DOI: 10.1177/13694332251321206
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: 10.1177/13694332251321206.
  • About this
    data sheet
  • Reference-ID
    10818785
  • Published on:
    12/03/2025
  • Last updated on:
    12/03/2025
 
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