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ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
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Paper Title: Seismic analysis of building on sloping ground considering bi-directional earthquake
Authors Name: Paresh Girishkumar Mistry , Hemal J Shah
Unique Id: IJSDR1604011
Published In: Volume 1 Issue 4, April-2016
Abstract: The scarcity of plain ground in hilly regions leads to construct buildings on a sloping ground. One of the biggest challenges of a Structural engineer is to design a seismic resistant building resting on a sloping ground for zone V. Construction of building on a sloping ground it has to face severe earthquakes. Compare to normal buildings, seismic behavior of buildings on a sloping ground are different. Building on a sloping ground has a higher base shear and higher displacement than building resting on a plain ground. In present study, Building on a plain ground, Step back building and Set back with step back building have been considered. Dynamic analysis of building on a plain ground, Set back with step back building and Step back building will be carried out in SAP 2000 software. In present study, Response spectrum analysis and Time History analysis for Bhuj and chamoli earthquakes will be carried out by considering parameters such as Base Shear, Axial force and moments will be studied. Earthquakes Time Histories applied at various angles and most severe analysis will be studied for each cases.
Keywords: Dynamic analysis, Time History, Angle variation, Response of models
Cite Article: "Seismic analysis of building on sloping ground considering bi-directional earthquake", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.1, Issue 4, page no.59 - 62, April-2016, Available :http://www.ijsdr.org/papers/IJSDR1604011.pdf
Downloads: 000201506
Publication Details: Published Paper ID: IJSDR1604011
Registration ID:160136
Published In: Volume 1 Issue 4, April-2016
DOI (Digital Object Identifier):
Page No: 59 - 62
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

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