Bridge static influence line identification based on structural dynamic responses under high-speed trains

DOI10.1142/s0219455423501262zbMATH Open1537.74283MaRDI QIDQ6538265

Hong-Nan Li, Peng Zhou, Yun-Tao Wei, Donghui Yang, Xingwei Xue, Ting-Hua Yi

Publication date: 14 May 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

dynamic responselow-pass filtervehicle-bridge interactionhigh-speed railway bridgebridge influence line identification

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Special subfields of solid mechanics (74L99)

Cites Work

• Old and new parameter choice rules for discrete ill-posed problems
• Estimating exceedance probabilities of railway bridge vibrations in the presence of random rail irregularities

Related Items (1)

Damage identification of simply supported bridges using static responses: unified framework and feasibility study

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