Nonlinear Seismic Soil- Abutment-Structure Interaction Analysis of Skewed Bridges”, Journal of Geotechnical and Geo environmental Engineering, ASCE. With out ssi With ssi Variation of frequency Displacement Time frequency Displacement time frequency incre (2006)

by A Shamsabadi, K Rollins, M Kapuskar
Venue:NORMAL .095 5.1 .196 .002 3.56 .281 1.43 - SKEW .081 4.5 .222 .002 3.564 .281 1.26 - COALINDA NORMAL .11 21.9 .046 .001 7.854 .127 2.79 - SKEW .104 8.2 .122 .001 7.854 .127 1.04 - IJRET: International Journal of Research in Engineering and Technology eISS