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International Journal of Scientific Development and Research - IJSDR
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Paper Title: Seismic analysis of foot over bridge for different soil conditions
Authors Name: Vipin A. Saluja , Mr. S.R. Satone
Unique Id: IJSDR1607002
Published In: Volume 1 Issue 7, July-2016
Abstract: Due to fast construction of a large number of foot over bridges, many existing bridges located in seismic zones are deficient to withstand earthquakes. In order fulfil the requirement of this increased traffic in the limited land the length of bridge becomes medium to large. During an earthquake, failure of structure starts at points of weakness. Generally, weakness is due to geometry, mass discontinuity and stiffness of structure. In earlier days, embankment design and construction were not given adequate attention. Embankments were constructed and left for compaction by natural process. Due to loads imposed by heavier axle loads, very high degree of sub-grade support has become necessary in present scenario which requires fast and heavy compaction by suitable compacting equipment. In this project work seismic analysis of foot over bridge for different soil conditions are carried out. This paper highlights the effect of different soil conditions in different earthquake zones with Response Spectrum analysis using Staad-Pro.
Cite Article: "Seismic analysis of foot over bridge for different soil conditions", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.1, Issue 7, page no.4 - 6, July-2016, Available :http://www.ijsdr.org/papers/IJSDR1607002.pdf
Downloads: 0001413
Publication Details: Published Paper ID: IJSDR1607002
Registration ID:160573
Published In: Volume 1 Issue 7, July-2016
DOI (Digital Object Identifier):
Page No: 4 - 6
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

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