EFFECT OF SOIL TYPE ON ISOLATED FOOTING DURING EARTHQUAKE
Live Load, Dead Load, Siesmic Load, STAAD PRO.
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.
"EFFECT OF SOIL TYPE ON ISOLATED FOOTING DURING EARTHQUAKE", IJNRD - INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT (www.IJNRD.org), ISSN:2456-4184, Vol.2, Issue 6, page no.67-76, June-2017, Available :https://ijnrd.org/papers/IJNRD1706012.pdf
Volume 2
Issue 6,
June-2017
Pages : 67-76
Paper Reg. ID: IJNRD_170078
Published Paper Id: IJNRD1706012
Downloads: 000118801
Research Area: Engineering
Country: DEHRADUN, UTTARAKHAND, India
ISSN: 2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar | ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.76 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator
Publisher: IJNRD (IJ Publication) Janvi Wave
