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Sudib K Mishra
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An improved tuned mass damper (SMA-TMD) assisted by a shape memory alloy spring
SK Mishra, S Gur, S Chakraborty
Smart Materials and Structures 22 (9), 095016, 2013
872013
Reliability-based-design-optimization of base isolated buildings considering stochastic system parameters subjected to random earthquakes
SK Mishra, BK Roy, S Chakraborty
International Journal of Mechanical Sciences 75, 123-133, 2013
812013
Shape-memory-alloy supplemented lead rubber bearing (SMA-LRB) for seismic isolation
M Shinozuka, SR Chaudhuri, SK Mishra
Probabilistic Engineering Mechanics 41, 34-45, 2015
782015
Performance assessment of buildings isolated by shape‐memory‐alloy rubber bearing: comparison with elastomeric bearing under near‐fault earthquakes
S Gur, SK Mishra, S Chakraborty
Structural Control and Health Monitoring 21 (4), 449-465, 2014
722014
Response of bridges isolated by shape memory–alloy rubber bearing
SK Mishra, S Gur, K Roy, S Chakraborty
Journal of Bridge Engineering 21 (3), 04015071, 2016
552016
A compliant tuned liquid damper for controlling seismic vibration of short period structures
DK Pandey, MK Sharma, SK Mishra
Mechanical Systems and Signal Processing 132, 405-428, 2019
452019
Modeling the coupling of reaction kinetics and hydrodynamics in a collapsing cavity
SK Mishra, PA Deymier, K Muralidharan, G Frantziskonis, S Pannala, ...
Ultrasonics sonochemistry 17 (1), 258-265, 2010
452010
Tuned liquid column ball damper for seismic vibration control
S Gur, K Roy, SK Mishra
Structural Control and Health Monitoring 22 (11), 1325-1342, 2015
392015
Thermally modulated shape memory alloy friction pendulum (tmSMA‐FP) for substantial near‐fault earthquake structure protection
S Gur, GN Frantziskonis, SK Mishra
Structural Control and Health Monitoring 24 (11), e2021, 2017
332017
Multi-objective stochastic-structural-optimization of shape-memory-alloy assisted pure-friction bearing for isolating building against random earthquakes
S Gur, SK Mishra
Soil Dynamics and Earthquake Engineering 54, 1-16, 2013
322013
Adaptive negative stiffness device based nonconventional tuned mass damper for seismic vibration control of tall buildings
A Saha, SK Mishra
Soil Dynamics and Earthquake Engineering 126, 105767, 2019
312019
Compliant liquid column damper modified by shape memory alloy device for seismic vibration control
S Gur, SK Mishra, S Bhowmick, S Chakraborty
Smart Materials and Structures 23 (10), 105009, 2014
312014
Robust optimum design of base isolation system in seismic vibration control of structures under uncertain bounded system parameters
BK Roy, S Chakraborty, SK Mihsra
Journal of Vibration and Control 20 (5), 786-800, 2014
312014
Coupling of reaction and hydrodynamics around a reacting block modeled by Lattice Boltzmann Method (LBM)
SK Mishra, A De
Computers & fluids 71, 91-97, 2013
262013
Stochastic seismic response of building with super-elastic damper
S Gur, SK Mishra, K Roy
Mechanical Systems and Signal Processing 72, 642-659, 2016
252016
Stochastic optimization of shape‐memory‐alloy rubber bearing (SMARB) for isolating buildings against random earthquake
S Gur, SK Mishra, S Chakraborty
Structural Control and Health Monitoring 21 (9), 1222-1239, 2014
232014
Thermo-mechanical strain rate–dependent behavior of shape memory alloys as vibration dampers and comparison to conventional dampers
S Gur, SK Mishra, GN Frantziskonis
Journal of Intelligent Material Systems and Structures 27 (9), 1250-1264, 2016
222016
Dynamic compound wavelet matrix method for multiphysics and multiscale problems
K Muralidharan, SK Mishra, G Frantziskonis, PA Deymier, P Nukala, ...
Physical Review E 77 (2), 026714, 2008
222008
Damage detection in railway bridges under moving train load
RC George, J Posey, A Gupta, S Mukhopadhyay, SK Mishra
Model Validation and Uncertainty Quantification, Volume 3: Proceedings of …, 2017
212017
Optimal performance of buildings isolated by shape-memory-alloy-rubber-bearing (smarb) under random earthquakes
S Das, SK Mishra
International Journal for Computational Methods in Engineering Science and …, 2014
212014
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