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Prishati Raychowdhury
Prishati Raychowdhury
Department of Civil Engineering, Indian Institute of Technology Kanpur
Verified email at iitk.ac.in - Homepage
Title
Cited by
Cited by
Year
Performance evaluation of a nonlinear winkler‐based shallow foundation model using centrifuge test results
P Raychowdhury, TC Hutchinson
Earthquake Engineering & Structural Dynamics 38 (5), 679-698, 2009
1702009
Seismic response of low-rise steel moment-resisting frame (SMRF) buildings incorporating nonlinear soil–structure interaction (SSI)
P Raychowdhury
Engineering Structures 33 (3), 958-967, 2011
1452011
Nonlinear Winkler-based shallow foundation model for performance assessment of seismically loaded structures
P Raychowdhury
University of California, San Diego, 2008
1222008
Application and validation of practical tools for nonlinear soil-foundation interaction analysis
S Gajan, P Raychowdhury, TC Hutchinson, BL Kutter, JP Stewart
Earthquake Spectra 26 (1), 111-129, 2010
1092010
Numerical models for analysis and performance-based design of shallow foundations subjected to seismic loading
S Gajan, TC Hutchinson, BL Kutter, P Raychowdhury, JA Ugalde, ...
Pacific Earthquake Engineering Research Center, 2008
962008
Effect of soil parameter uncertainty on seismic demand of low-rise steel buildings on dense silty sand
P Raychowdhury
Soil Dynamics and Earthquake Engineering 29 (10), 1367-1378, 2009
592009
Performance of seismically loaded shearwalls on nonlinear shallow foundations
P Raychowdhury, TC Hutchinson
International Journal for Numerical and Analytical Methods in Geomechanics …, 2011
322011
Nonlinear material models for Winkler-based shallow foundation response evaluation
P Raychowdhury, T Hutchinson
GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems …, 2008
322008
Seismic response analysis of a nuclear reactor structure considering nonlinear soil-structure interaction
L Bhaumik, P Raychowdhury
Nuclear Engineering and Design 265, 1078-1090, 2013
302013
Effect of nonlinear soil-structure interaction on seismic response of low-rise SMRF buildings.
P Raychowdhury, P Singh
Earthquake Engineering & Engineering Vibration 11 (4), 2012
262012
Probabilistic and spatial liquefaction analysis using CPT data: a case study for Alameda County site
B Vivek, P Raychowdhury
Natural hazards 71, 1715-1732, 2014
252014
Sensitivity of shallow foundation response to model input parameters
P Raychowdhury, TC Hutchinson
Journal of geotechnical and geoenvironmental engineering 136 (3), 538-541, 2010
232010
Seismic response of nonstructural components supported by a 4-story SMRF: Effect of nonlinear soil–structure interaction
P Raychowdhury, S Ray-Chaudhuri
Structures 3, 200-210, 2015
222015
Cyclic behavior and liquefaction potential of Renusagar pond ash reinforced with geotextiles
T Vijayasri, NR Patra, P Raychowdhury
Journal of Materials in Civil Engineering 28 (11), 04016125, 2016
182016
Evaluation of the seismic performance of combined frame-wall-foundation structural systems through centrifuge testing
BJ Chang, P Raychowdhury, TC Hutchinson, J Thomas, S Gajan, ...
Proceedings of the 4th international conference on earthquake geotechnical …, 2007
172007
Nonlinear structure and foundation response during seismic loading: dual lateral load resisting systems
TC Hutchinson, P Raychowdhury, B Chang
Proceedings of the 8th US National Conference on Earthquake Engineering, 2006
172006
Response analysis of a nuclear containment structure with nonlinear soil–structure interaction under bi-directional ground motion
S Kumar, P Raychowdhury, P Gundlapalli
International Journal of Advanced Structural Engineering (IJASE) 7, 211-221, 2015
162015
Seismic analysis of highway skew bridges with nonlinear soil–pile interaction
M Mallick, P Raychowdhury
Transportation Geotechnics 3, 36-47, 2015
162015
Centrifuge testing of combined frame-wall-foundation structural systems
BJ Chang, P Raychowdhury, TC Hutchinson, J Thomas, S Gajan, ...
Proceedings of the 8th US national conference on earthquake engineering, 2006
152006
Shallow foundation response variability due to soil and model parameter uncertainty
P Raychowdhury, S Jindal
Frontiers of Structural and Civil Engineering 8, 237-251, 2014
142014
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