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Cancellation of resonance for elastically supported beams subjected to successive moving loads: Optimal design condition for bridges

  • Published:2024-05 Issue: Volume:307 Page:117950
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Yang Y.B.,Chen L.,Wang Z.L.,Liu Z.Y.,Liu Ding-Han,Yao H.,Zheng Y.

Funder

Graduate Scientific Research and Innovation Foundation of Chongqing

Chongqing Municipal Construction Science and Technology Plan Project

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference52 articles.

1. Vibration of solids and structures under moving loads;Frýba,1999

2. Vehicle-bridge interaction dynamics: With applications to high-speed railways;Yang,2004

3. Moving-load dynamic problems: a tutorial (with a brief overview);Ouyang;Mech Syst Signal Pr,2011

4. Historical review on resonance and cancellation of simply supported beams subjected to moving train loads: from theory to practice;Yang;Int J Struct Stab Dy,2023

5. Vibration of simple beams due to trains moving at high speeds;Yang;Eng Struct,1997
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