Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches
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 f...
Main Authors: | , |
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Format: | Article |
Language: | English |
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Sciendo
2015-11-01
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Series: | Selected Scientific Papers: Journal of Civil Engineering |
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Online Access: | https://doi.org/10.2478/sspjce-2015-0023 |
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author | Singh R N P Vinayak Hemant Kumar |
author_facet | Singh R N P Vinayak Hemant Kumar |
author_sort | Singh R N P |
collection | DOAJ |
description | 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. |
first_indexed | 2024-12-17T21:24:02Z |
format | Article |
id | doaj.art-c2427c84cf924048b80465cf4e9f2a4a |
institution | Directory Open Access Journal |
issn | 1338-7278 |
language | English |
last_indexed | 2024-12-17T21:24:02Z |
publishDate | 2015-11-01 |
publisher | Sciendo |
record_format | Article |
series | Selected Scientific Papers: Journal of Civil Engineering |
spelling | doaj.art-c2427c84cf924048b80465cf4e9f2a4a2022-12-21T21:32:05ZengSciendoSelected Scientific Papers: Journal of Civil Engineering1338-72782015-11-0110211312610.2478/sspjce-2015-0023sspjce-2015-0023Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based ApproachesSingh R N P0Vinayak Hemant Kumar1PhD scholar, National Institute of Technology, Hamirpur, IndiaAssistant Professor, National Institute of Technology, Hamirpur, IndiaThe 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.https://doi.org/10.2478/sspjce-2015-0023bridge piersoil-structure interactionforce based method capacity spectrum methoddirect displacement based method |
spellingShingle | Singh R N P Vinayak Hemant Kumar Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches Selected Scientific Papers: Journal of Civil Engineering bridge pier soil-structure interaction force based method capacity spectrum method direct displacement based method |
title | Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches |
title_full | Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches |
title_fullStr | Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches |
title_full_unstemmed | Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches |
title_short | Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches |
title_sort | assessment of soil structure interaction in seismic bridge pier analysis using force and displacement based approaches |
topic | bridge pier soil-structure interaction force based method capacity spectrum method direct displacement based method |
url | https://doi.org/10.2478/sspjce-2015-0023 |
work_keys_str_mv | AT singhrnp assessmentofsoilstructureinteractioninseismicbridgepieranalysisusingforceanddisplacementbasedapproaches AT vinayakhemantkumar assessmentofsoilstructureinteractioninseismicbridgepieranalysisusingforceanddisplacementbasedapproaches |