A Study on Seismic Analysis of Straight Bridge and Skew Bridge Structure |
Author(s): |
| Mr.Shinde Amol Bapu , SKN Sinhgad College of Engineering Korti, Pandharpur, Maharashtra, India; Dr.C.P.Pise, SKN Sinhgad College of Engineering Korti, Pandharpur, Maharashtra, India |
Keywords: |
| skew Bridge, STAAD.Pro V8i, Non-Linear Dynamic analysis, Time History, Rudramata, Bhuj, Displacement, Time-Velocity, Time- Acceleration |
Abstract |
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This paper deals with the Non-Linear Dynamic Analysis of Skew Bridge using STAAD.Pro V8i software subjected to Earthquake loading. In present, construction of Skew Bridges short and medium spans for by-passing the traffic is extensively happening due to its easily load bearing properties. Therefore, it is a need to check its stability against strong earthquake. So the Non-Linear, Time history analysis of skew bridge modeled in STAAD.Pro is carried out in this reseskew. For Time History analysis the Bhuj-2001 Earthquake data is used & for Reference the Rudramata Bridge which was failed during Bhuj Earthquake is studied. This study mainly focuses on the study of displacement, Time-Velocity, Time-Acceleration result of Skew Bridge against lateral loads. And results show that displacement in all three directions for skew bridge is Less the that for Rudramata bridge. |
Other Details |
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Paper ID: IJSRDV8I120091 Published in: Volume : 8, Issue : 12 Publication Date: 01/03/2021 Page(s): 148-152 |
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