Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches

Pubblicato online: 01 dic 2015

Pagine: 113 - 126

DOI: https://doi.org/10.2478/sspjce-2015-0023

Parole chiave

Bridge Pier, Soil-Structure Interaction, Force based method Capacity Spectrum method, Direct Displacement based method

© 2015 R N P Singh et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.