Paper Title
EFFECT OF SOIL TYPE ON ISOLATED FOOTING DURING EARTHQUAKE
Article Identifiers
Authors
Tarun Tiwari
Keywords
Live Load, Dead Load, Siesmic Load, STAAD PRO.
Abstract
Recent earthquakes in India show that not only non-engineered but also engineered buildings in our country are susceptible even to moderate earthquakes and the most susceptible structural element is FOUNDATION thus an attempt is made through the paper titled “EFFECT OF SOIL TYPE ON ISOLATED FOOTING DURING EATHQUAKE” for evaluating seismic performance of the footing on different soil type. Building is modelled through commercial software STAAD PRO. As we are very aware that it’s an easy task to design foundation for lateral forces such as Live Load and Dead Load as the magnitude of these loads can easily be estimated but the problems arises when the foundation is designed for seismic or earthquake loads as it can occur at any x, y and z direction and also with unknown magnitude. Thus by using software STAAD PRO aims in finding better technique to make out the sensitivity of footing rested on different soil type.
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How To Cite (APA)
Tarun Tiwari (June-2017). EFFECT OF SOIL TYPE ON ISOLATED FOOTING DURING EARTHQUAKE. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 2(6), 67-76. https://ijnrd.org/papers/IJNRD1706012.pdf
Issue
Volume 2 Issue 6, June-2017
Pages : 67-76
Other Publication Details
Paper Reg. ID: IJNRD_170078
Published Paper Id: IJNRD1706012
Downloads: 000121987
Research Area: Engineering
Country: DEHRADUN, UTTARAKHAND, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD1706012.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD1706012
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Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)
ISSN: 2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar | ESTD YEAR: 2016
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This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition
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