Modelling the Nonlinear Behavior of the Pot Bearings of Railway Bridge KW51
Author:
Affiliation:
1. Dept. of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, 3000 Leuven, Belgium (corresponding author). ORCID: .
2. Dept. of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, 3000 Leuven, Belgium. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6144
Reference22 articles.
1. Frictional Response of PTFE Sliding Bearings at High Frequencies
2. Modèle mathématique d’hystérésis: Application aux systèmes à un degré de liberté;Bouc R.;Acustica,1969
3. Assessment of Highway Bridge Upgrading by Dynamic Testing and Finite-Element Model Updating
4. Teflon Bearings in Base Isolation II: Modeling
5. Frictional characteristics of Teflon–steel interfaces under dynamic conditions
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