151. Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches
- Author
-
R N P Singh and Hemant Kumar Vinayak
- Subjects
Pier ,soil-structure interaction ,business.industry ,bridge pier ,Structural engineering ,Displacement based ,Engineering (General). Civil engineering (General) ,direct displacement based method ,Soil structure interaction ,force based method capacity spectrum method ,Geotechnical engineering ,TA1-2040 ,business ,Geology - Abstract
The seismic analysis carried out assuming foundation to be perfectly rigid and bonded to the soil underneath is far from truth and therefore, the soil-structure interaction effect on the dynamic behavior of the bridge pier should be considered. The assessment of soil-structure effect on the design force generated has been estimated using Force based, Capacity Spectrum and Direct Displacement based methods considering fixed and flexible foundations. For this purpose a single cantilever bridge pier of constant diameter with varying heights has been considered for the analysis in different type of soils and earthquake zones. The study has revealed that soil-Structure Interaction index is negative in some cases, especially in soft soil, implying base shear demand being greater than that of fixed base contrary to the traditional views.
- Published
- 2015