Boundary effects in 3-D seismic analysis and spring constant for 1-D simplified model for soil-pile system

dc.contributor.advisor	Prashant, Amit
dc.contributor.author	Srusti, Bala Harsha Teja
dc.date.accessioned	2020-12-03T09:25:58Z
dc.date.available	2020-12-03T09:25:58Z
dc.date.issued	2019
dc.identifier.citation	Srusti, Bala Harsha Teja (2019). Boundary effects in 3-D seismic analysis and spring constant for 1-D simplified model for soil-pile system. Gandhinagar: Indian Institute of Technology Gandhinagar, 115p. (Acc. No.: T00576).
dc.identifier.uri	https://repository.iitgn.ac.in/handle/123456789/5982
dc.description.statementofresponsibility	by Bala Harsha Teja Srusti
dc.format.extent	xv, 115p.: ill.; 30 cm.
dc.language.iso	en_US
dc.publisher	Indian Institute of Technology Gandhinagar
dc.subject	16210020
dc.subject	Civil Engineering
dc.subject	Numerical Analysis
dc.subject	Soil-Pile-Structure
dc.subject	Monopile Foundation
dc.subject	Kinematic Force
dc.subject	3D-FEM
dc.title	Boundary effects in 3-D seismic analysis and spring constant for 1-D simplified model for soil-pile system
dc.type	Thesis
dc.contributor.department	Civil Engineering
dc.description.degree	M.Tech.