Experimental and analytical study on pounding reduction of base‐isolated highway bridges using MR dampers
- 18 February 2009
- journal article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 38 (11), 1307-1333
- https://doi.org/10.1002/eqe.903
Abstract
No abstract availableThis publication has 21 references indexed in Scilit:
- Experimental analysis of magnetorheological dampers when subjected to impact and shock loadingCommunications in Nonlinear Science and Numerical Simulation, 2008
- A Hertz contact model with non-linear damping for pounding simulationEarthquake Engineering & Structural Dynamics, 2006
- Analytical expression between the impact damping ratio and the coefficient of restitution in the non‐linear viscoelastic model of structural poundingEarthquake Engineering & Structural Dynamics, 2005
- Effect of isolator and ground motion characteristics on the performance of seismic-isolated bridgesEarthquake Engineering & Structural Dynamics, 2005
- Semi-active control of sliding isolated bridges using MR dampers: an experimental and numerical studyEarthquake Engineering & Structural Dynamics, 2005
- Hybrid seismic protection of cable-stayed bridgesEarthquake Engineering & Structural Dynamics, 2004
- Evaluation of pounding countermeasures and serviceability of elevated bridges during seismic excitation using 3D modelingEarthquake Engineering & Structural Dynamics, 2004
- Experimental and theoretical simulations of seismic poundings between two adjacent structuresEarthquake Engineering & Structural Dynamics, 2003
- Experimental and modeling approaches of MR behaviors under large step strainsMaterials Science and Engineering: A, 2003
- Relative displacement response spectra with pounding effectEarthquake Engineering & Structural Dynamics, 2001