Seismic analysis of foot over bridge for different soil conditions
Vipin A. Saluja
, Mr. S.R. Satone
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.
"Seismic analysis of foot over bridge for different soil conditions", IJSDR - International Journal of Scientific Development and Research (www.IJSDR.org), ISSN:2455-2631, Vol.1, Issue 7, page no.4 - 6, July-2016, Available :https://ijsdr.org/papers/IJSDR1607002.pdf
Volume 1
Issue 7,
July-2016
Pages : 4 - 6
Paper Reg. ID: IJSDR_160573
Published Paper Id: IJSDR1607002
Downloads: 000346998
Research Area: Engineering
Country: Nagpur, Maharashtra, India
ISSN: 2455-2631 | IMPACT FACTOR: 9.15 Calculated By Google Scholar | ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 9.15 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator
Publisher: IJSDR(IJ Publication) Janvi Wave
