Soil-structure interaction analysis for bare and infill frame
Prof.Ghalimath.A.G
, Tellunagi.R.M , Parbat. K.V
bare frame, infill frame,SSI,Natural period, top storey displacement, axial forces and bending moment in column.
The response of a structure to earthquake shaking is affected by interactions between three linked systems: the structure, the foundation, and the soil underlying and surrounding the foundation. Soil-structure interaction analysis evaluates the collective response of these systems to a specified ground motion. The terms Soil-Structure Interaction (SSI) and Soil-Foundation-Structure Interaction (SFSI) are both used to describe this effect. Generally Building rest on fixed base condition if fixed supports are replaced by multilinear spring then that interaction is called ‘Soil –Structure Interaction. The present study focuses on lateral seismic analysis of 10 and 11 storey building for different parameters of bare and infill frame with fixed and flexible base for different soil conditions like very soft, soft, medium, sandy and hard strata is studied.
"Soil-structure interaction analysis for bare and infill frame", IJSDR - International Journal of Scientific Development and Research (www.IJSDR.org), ISSN:2455-2631, Vol.1, Issue 4, page no.325 - 329, April-2016, Available :https://ijsdr.org/papers/IJSDR1604056.pdf
Volume 1
Issue 4,
April-2016
Pages : 325 - 329
Paper Reg. ID: IJSDR_160197
Published Paper Id: IJSDR1604056
Downloads: 000347262
Research Area: Engineering
Country: Solapur, 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
