An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action
- 15 February 2007
- journal article
- Published by Springer Science and Business Media LLC in Bulletin of Earthquake Engineering
- Vol. 5 (3), 377-390
- https://doi.org/10.1007/s10518-007-9031-8
Abstract
No abstract availableThis publication has 13 references indexed in Scilit:
- Higher modes in simplified inelastic seismic analysis of single column bent viaductsEarthquake Engineering & Structural Dynamics, 2005
- DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDUREJournal of Earthquake Engineering, 2004
- A modal pushover analysis procedure for estimating seismic demands for buildingsEarthquake Engineering & Structural Dynamics, 2001
- Advanced inelastic static (pushover) analysis for earthquake applicationsSTRUCTURAL ENGINEERING AND MECHANICS, 2001
- Deformation Limit States for Circular Reinforced Concrete Bridge ColumnsJournal of Structural Engineering, 2000
- Evaluation of NSP to Estimate Seismic Deformation: SDF SystemsJournal of Structural Engineering, 2000
- Capacity-Demand-Diagram Methods Based on Inelastic Design SpectrumEarthquake Spectra, 1999
- Capacity spectrum method based on inelastic demand spectraEarthquake Engineering & Structural Dynamics, 1999
- Evaluation of Bridge Abutment Capacity and Stiffness during EarthquakesEarthquake Spectra, 1997
- Theoretical Stress‐Strain Model for Confined ConcreteJournal of Structural Engineering, 1988