| # | List of Publication by Prof. Rana Roy |
|---|---|
| 1 | Roy, R. and Santra, A., Seismic safety of RC piers with parameter uncertainties: Assessing dimensionless response using Bayesian linear regression, 107, 102414:1-17, Structural Safety, 2024 |
| 2 | A Acharjya, A Santra, R Roy, Response of structures to bidirectional seismic excitation using spectrum compatible records: Evolution of a pair of spectra from Newmark's sliding block, Journal of Structural Engineering, 2024 |
| 3 | A Acharjya, A Santra, R Roy, Estimating structural response to bidirectional seismic excitation using spectrum compatible motions: Performance of a pair of companion spectra, Earthquake Engineering and Structural Dynamics, 2024 |
| 4 | A Acharjya, R Roy, Estimating seismic response to bidirectional excitation per unidirectional analysis: A reevaluation for motions with fling-step using SDOF systems, 164, 107563: 1-21, Soil Dynamics and Earthquake Engineering, 2023 |
| 5 | A Santra, R Roy, Assessing residual deformation of bridge piers under bidirectional near-fault motions with forward directivity and fling-step, 21, 3673-3718, Bulletin of Earthquake Engineering, 2023 |
| 6 | A Santra, R Roy, Bond-slip at anchorage under unidirectional and bidirectional seismic excitation: Search for an efficient mathematical model, 55, 1622-1644, Structures, 2023 |
| 7 | C Pradhan, R Roy, Dynamics of 3D slender blocks: A mathematical model, International Journal of Structural Stability and Dynamics, 2023 |
| 8 | R Roy, A Acharjya, A Roy, A Santra, G Bhattacharya, Response of structures to bidirectional seismic loading: Research pogress and future directions, 148 (7), 03122002, Journal of Structural Engineering, 2022 |
| 9 | C Pradhan, A Banerjee, R Roy, Evolution of a 3D model for free-standing rigid blocks and its behavior under base excitations, 142, 103992, International Journal of Non-Linear Mechanics, 2022 |
| 10 | R Roy, A Roy, G. Bhattacharya, Estimating seismic response of RC piers under unidirectional and bidirectional shaking: A mechanics-based approach, 146(7), 04020113:1-21, Journal of Structural Engineering, 2020 |
| 11 | R Roy, A Roy, G. Bhattacharya, Discussion of “Combination Rules Used to Account for Orthogonal Seismic Effects: State-of-the-Art Review” by Jianze Wang, Henry V. Burton, and Kaoshan Dai, 146(8), 07020011:1-2, Journal of Structural Engineering, 2020 |
| 12 | A. Roy, A. Santra, R. Roy, Estimating seismic response under bidirectional shaking per uni-directional analysis: Identification of preferred angle of incidence, 106, 163-181, Soil Dynamics and Earthquake Engineering, 2018 |
| 13 | D. Kar, R. Roy, Seismic behavior of RC bridge piers under bidirectional excitations: Implications of site effects, 22(2), 303-331, Journal of Earthquake Engineering, 2018 |
| 14 | A. Roy, G. Bhattacharya, R. Roy, Maximum credible damage of RC bridge piers under bidirectional seismic excitation for all incidence angles, 152, 251-273, Engineering Structures, 2017 |
| 15 | A. K. Banerjee, D. Pramanik, R. Roy, Seismic structural fragilities: Proposals for improved methodology per spectral matching of accelerogram, 111, 538-551, Engineering Structures, 2016 |
| 16 | A. Sengupta, L. Quadery, S. Sarkar, R. Roy, Influence of bidirectional near-fault excitations on RC bridge piers, 21(7), 04016034:1-30, Journal of Bridge Engineering, 2016 |
| 17 | S. Chakroborty, R. Roy, Role of ground motion characteristics on inelastic seismic response of irregular structures, 22(1), B4015007:1-16, Journal of Architectural Engineering, 2016 |
| 18 | S. Chakroborty, R. Roy, Seismic behavior of horizontally irregular structures: Current wisdom and challenges ahead, 68(6), 060802:1-17, Applied Mechanics Reviews, 2016 |
| 19 | D. Pramanik, A. K. Banerjee, R. Roy, Implications of bi-directional interaction on seismic fragilities of structures, 5(2), 101-126, Coupled Systems Mechanics, 2016 |
| 20 | R. Roy, P. Thakur, S. Chakroborty, Scaling of ground motions and its implications to plan-asymmetric structures, 57, 46-67, Soil Dynamics and Earthquake Engineering, 2014 |
| 21 | R. Roy, P. Thakur, S. Chakroborty, Spectral matching of real ground motions: Applications to horizontally irregular systems in elastic range, 17(11), 1623-1638, Advances in Structural Engineering, 2014 |
| 22 | Roy, R. and Mahato, S, Equivalent lateral force method for buildings with setback: Adequacy in elastic range, 4, 6, Earthquakes and Structures, Techno Press, 2013 |
| 23 | Roy, R. and Chakrovorty, S., Seismic demand of plan-asymmetric structures: A re-visit, 4(1), 99-117., Earthquake Engineering and Engineering Vibration, 2013 |
| 24 | Mandal, B., Roy, R. and Dutta, S. C, Lateral capacity of piles in layered soil: A simple approach, 44(5), 571-584, Structural Engineering and Mechanics, Techno Press, 2012 |
| 25 | Dutta, S. C. and Roy, R., Performance of seismically designed buildings under blast loadings, 36, ,. C2, 149-166., Iranian Journal of Science and Technology, Transaction B, Engineering,, 2012 |
| 26 | Das, P. K. and Roy, R., Seismic behaviour of torsionally unbalanced structures: Influence of strength dependent stiffness, 03, 03SPL, 352-361., International Journal of Earth Sciences and Engineering, 2010 |
| 27 | Roy, R. and Dutta, S.C., Inelastic seismic demand of low-rise buildings with soil-flexibility, 45, . 4, 419-432., International Journal of Nonlinear Mechanics, 2010 |
| 28 | Dutta, S. C.., Dutta, S. and Roy, R., Dynamic behaviour of R/C elevated tanks with soil-structure interaction, 31, 11, 2617-2629., Engineering Structures, Elsevier, 2009 |
| 29 | Dutta, S. C., Raychowdhury, A., Chakrovorty, S. and Roy, R., Pushover analysis: Proposals for modification, 19, 9, 249-255., structural Engineering International, 2009 |
| 30 | Dutta, S. C., Bhattacharya, K., and Roy, R., Effect of flexibility of foundations on its seismic stress distribution, 13, 1, 22-49., , Journal of Earthquake Engineering, Taylor and Francis,, 2009 |
| 31 | Dutta, S. C., Roy, R., Das, P. K., Roy, R., Reddy, G. R, Seismic safety of structures: Influence of soil-flexibility, asymmetry and ground motion characteristics, 307, . 3-5, 452-480., Journal of Sound and Vibration, Elsevier,, 2007 |
| 32 | Bhattacharya, K., Dutta, S. C., and Roy, R., Seismic design aids for buildings incorporating soil-flexibility effect, 5, 2, 341-348., journal of Asian Architecture and Building Engineering,, 2006 |
| 33 | Dutta, S. C., Das, P. K., and Roy, R,, Seismic behaviour of code-designed bi-directionally eccentric systems, 131, 10, 1497-1514, Journal of Structural Engineering, ASCE, 2005 |
| 34 | Dutta, S. C., Roy, R., and Dutta, S., Applicability of a few analytical formulations for dynamic characteristics of elevated tanks with battered stagings, 9, 4, 803-819., Int. Jr. of Applied Mechanics and Engineering, Technical University Press, 2004 |
| 35 | Dutta, S. C., Bhttacharya, K., and Roy, R., Response of low-rise buildings under seismic ground excitation incorporating soil response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction, 24, 12, 893-914., Soil Dynamics and Earthquake Engineering, 2004 |
| 36 | Roy, R., Bhattacharya, K. and Dutta, S. C, “Behaviour of grid foundation under static gravity loading, 85, .261-268., Journal of Institution of Engineers, 2004 |
| 37 | Dutta, S. C., and Roy, R, “A critical review on idealization and modelling for interaction among soil-foundation structure system, 80, . 20-21, pp. 1579-1594., Computers and Structures, Elsevier,, 2002 |
| 38 | Roy, R., Dutta, S. C., and Moitra, D., Soil-structure interaction in buildings with isolated and grid foundations: Progress and scopes”, 31, . 4 pp. 15-36., The Bridge and Structural Engineers,, 2002 |
| 39 | R. Roy, Estimation of fundamental time periods of building frames: A brief review, XXI, 2, pp. 8 - 9., , Civil Engineering Today, 2002 |
| 40 | Roy, R., and Dutta, S. C., “Differential settlement among isolated footings of building frames: The problem, its estimation and possible measures, 6, 1, pp. 165 - 186., Int. Journal of Applied Mechanics and Engineering, Technical University Press, 2001 |
Created: 23 November 2019