Influence of ground motion duration and isolation bearings on the seismic response of base-isolated bridges
Authors:
- Afraa Labiba HassanAHAfraa Labiba Hassan
- Ahm Muntasir BillahABAhm Muntasir Billah
- 1 November 2020
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 222
Abstract
No abstract availableKeywords
Funding Information
- Natural Sciences and Engineering Research Council of Canada
This publication has 38 references indexed in Scilit:
- Performance-based prioritisation for seismic retrofitting of reinforced concrete bridge bentStructure and Infrastructure Engineering, 2013
- Change in response of bridges isolated with LRBs due to lead core heatingSoil Dynamics and Earthquake Engineering, 2011
- Optimal design of superelastic‐friction base isolators for seismic protection of highway bridges against near‐field earthquakesEarthquake Engineering & Structural Dynamics, 2011
- Self-centring capacity of seismic isolation systemsStructural Control and Health Monitoring, 2006
- Spectral shape, epsilon and record selectionEarthquake Engineering & Structural Dynamics, 2006
- A Hertz contact model with non-linear damping for pounding simulationEarthquake Engineering & Structural Dynamics, 2006
- Performance estimates in seismically isolated bridge structuresEngineering Structures, 2004
- Seismic response of isolated bridges with soil–structure interactionSoil Dynamics and Earthquake Engineering, 2003
- A criterion for determining exceedance of the operating basis earthquakeNuclear Engineering and Design, 1990
- Random vibration of hysteretic systems under bi‐directional ground motionsEarthquake Engineering & Structural Dynamics, 1986