Extension of modal pushover analysis to seismic assessment of bridges
- 19 June 2006
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 35 (10), 1269-1293
- https://doi.org/10.1002/eqe.582
Abstract
No abstract availableKeywords
This publication has 12 references indexed in Scilit:
- Higher modes in simplified inelastic seismic analysis of single column bent viaductsEarthquake Engineering & Structural Dynamics, 2005
- Extension of Modal Pushover Analysis to Compute Member ForcesEarthquake Spectra, 2005
- A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildingsEarthquake Engineering & Structural Dynamics, 2004
- Bridges: when is single mode seismic analysis adequate?Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2003
- A modal pushover analysis procedure for estimating seismic demands for buildingsEarthquake Engineering & Structural Dynamics, 2001
- Effect of Foundation Type and Compliance on Seismic Response of RC BridgesJournal of Bridge Engineering, 2001
- Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of StructuresEarthquake Spectra, 2000
- Pros and cons of a pushover analysis of seismic performance evaluationEngineering Structures, 1998
- Seismic Performance and Retrofit Evaluation of Reinforced Concrete StructuresJournal of Structural Engineering, 1997
- Evaluation of Strength Reduction Factors for Earthquake-Resistant DesignEarthquake Spectra, 1994