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Please use this identifier to cite or link to this item: http://idr.iitbbs.ac.in/jspui/handle/2008/421
Title: Inelastic seismic behavior of soil-pile raft-structure system under bi-directional ground motion
Authors: Dutta S.C.
Saha R.
Haldar S.
Keywords: Bidirectional hysteresis model
Dimensionless frequency
Elastoplastic
Inelastic behavior
Soil-pile foundation-structure interaction
Soil-structure interaction
Strength and stiffness degradation
Issue Date: 2014
Citation: 4
Abstract: Performance based design of structure requires a reasonably accurate prediction of displacement or ductility demand. Generally, displacement demand of structure is estimated assuming fixity at base and considering base motion in one direction. In reality, ground motions occur in two orthogonal directions simultaneously resulting in bidirectional interaction in inelastic range, and soil-structure interaction (SSI) may change structural response too. Present study is an attempt to develop insight on the influence of bi-directional interaction and soil-pile raft-structure interaction for predicting the inelastic response of soil-pile raft-structure system in a more reasonably accurate manner. A recently developed hysteresis model capable to simulate biaxial interaction between deformations in two principal directions of any structural member under two orthogonal components of ground motion has been used. This study primarily shows that a considerable change may occur in inelastic demand of structures due to the combined effect of such phenomena. � 2014 Elsevier Ltd.
URI: http://dx.doi.org/1016/j.soildyn.2014.08.012
http://10.10.32.48:8080/jspui/handle/2008/421
Appears in Collections:Research Publications

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