Computational Mechanics and Structural Analysis: Nonlinear Mechanics, Stability of Structures, Mechanics of Composite. Multiscale, Multiphysics modeling in Mechanics and Materials, Finite element/Meshlessmethods, Lattice-Boltzmann (LB) simulations of solids.
Earthquake Engineering: Seismic Hazard Analysis, Modeling of Sources, Occurrence and Attenuation, Ground Motion Simulation, Study of Nonstationary Characteristics, Strong Motion Characterization, Near-Field Effects.
Seismic Analysis and Design: Structural Response, Stochastic and Nonlinear Dynamic Analysis, Seismic Soil-Structure-Interaction, Dynamic Stability, Effects of Stiffness and Strength Irregularities,Damage Models, Seismic Risk Assessment, Seismic Protection, Base Isolation, Energy Dissipating Devices, Performance-Based Design, Seismic Performance Evaluation of Structural and Nonstructural Components and Systems.
Risk and Reliability: Stochastic, Robust Optimization of Structures, Uncertainty, Reliability of Structures, Structural Damage Assessment, Hazard Mitigation, Cost-Benefit Analysis. Time Dependent Reliability, Enhancement of Sustainability of Infrastructure Systems Unde Extreme Events.
Structural Design: Design of Steel, Masonry and Concrete Structures, Pre-Stressed and Post-Tensioned Concrete, Structural Steel, Other Materials, Rehabilitation of Aging and Damaged Structures.
Structural Materials: Behavior of Concrete and Cementatious Materials and Plastics, High-Performance Steels, Concrete, Fiber Reinforced Plastics for Structural Frames, Smart Materials, Durability and Deterioration of Concrete Structures.
Design and Experimentation: Static and Dynamic Testing of Structural Components/Subassemblages, Pseudo-Dynamic Tests, Shake Table Test, Components and System Models, Large-Scale Structural Testing, Nondestructive Evaluation, Validation of Simulation Models, Retrofit Measures for Existing Structures, Exploration of New Materials and New Structural Systems.
Sensing and Monitoring: Experimental Modal Analysis, Structural Health Monitoring, Free/Force/Ambient Vibration Studies,Condition Assessment, Distributed Sensing, Real-Time Monitoring.
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Structural Strong Floor and Reaction Frame
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Model 600RD Load Frame
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Loading Devices and Servo-Controller
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Force-Controlled Hydraulic Jacks (10-50 kN capacities)
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Hydraulic Jacks ENERPAC Make
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Flex-Test GT Multi-Actuator Controller (MTS, USA)
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MTS 407 Controller
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MTS 458.10 Controller
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Closed Loop Servo Hydraulic Actuator
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1350 kN Compression Testing Machine (RIEHLE Instruments, AEMTEK Inc.,Illonois)
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6000kN Column Testing Machine (WPM,Germany)
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Electronically Controlled Sensors: LVDTs/DCDTs, Strain Gauges, Velocity Meters (induction type) and
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Accelerometers (both force balance and capacitive types)
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Traditional devices: Dial gauges and Proving Rings
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PC-Based Data Acquisition System of different capabilities
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Facilities and Equipment for handling and preparation of concrete
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Wet Concrete Properties
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Temperature Controlled Ovens
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In-Situ Property Evaluation
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Concrete Core-Cutting Machine
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Schmidt Hammers
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Ultrasonic Pulse Velocity Measuring System
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Micro-Cover Meter
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Half-Cell Surveyor for Corrosion Measurement
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Diamond cutter for cutting and dressing concrete and rock
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Prestressing jacks for 7 mm and 8 mm wires
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Falt Jacks
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Vertical Band Sawing Machine
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Torque wrench
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Diamond cutter
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Ambient Vibration Survey System (AVSS)
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Forced Vibration Survey System (FVSS)
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Electro Dynamic Shaking Table
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Servo-Hydraulic Shake Table
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Model Testing using Impact Hammer
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Starterkit "Wireless Accelerometer & BeanGateway Outdoor & BeanScape Multi-WSN"
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BeanGateway Ethernet (Outdoor version)
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BeanDevice AX-3D
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BeanScape Multi-WSN
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Scilab scripts for digital signal processing( FFT & PPV Filtering)
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Powersupply Bloc 12V with M8-3 Pins plug/ watertight -IP67 for BeanDevice
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Starterkit "Wireless Accelerometer &BeanGateway Outdoor &BeanScapeLite"
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BeanScapeLite
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Dynamic Signal Analyzer
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Fiber Optic Based Temperature and Strain Measurement system
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Pseudo-Dynamic Testing Facility
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Non-Yielding and Stiff Integrated Reaction Floor-Wall Assembly
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10x15x4.0 m Three Cell Box Girder Floor and 10 m high, 2 m thick Post-Tensioned Wall
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Anchorages at 0.6 m grid capable of 2 MN for axial load and 1.5 MN for shear loads
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Closed Loop Servo Hydraulic actuator
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Self-Fabricated Double Girder E.O.T. Crane
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Synthesis of numerical modeling and experimental testing
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Require adequate simulation of boundary conditions at the interface
Ph. D.
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Vaibhav Singhal
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Alfia Bano
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Riya Catherine George
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Kanta Prajapat
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Varun Kumar Singla
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Sanjukta Chakraborty
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Koushik Roy
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Komal Chawla
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M. Tech.
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Vemuri V R P S Kumar
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13103070
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Vaibhav Poddar
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Sutanu Bhowmick
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Sneha Chopra
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Samruddhi Pable
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S Lalit Sagar
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Reshma Prasad
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13103048
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Rajat Kumar
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Rahul Bhardwaj
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Mariyam
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Madhurima Bhattacharya
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Kunal Krishna
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Girish Kumar Gandhi
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13103028
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Bibhas Paul
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Bhusan Raj S
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Behera Prasanna Kumar
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13103019
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Ashwani Tiwari
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13103017
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Sahil Garg
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13103016
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Anita Bhatt
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13103013
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Alan Scaria
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Adarsh M S
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A.K.Jaisal
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13103001
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Monica Sainchavva
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12103038
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Kalvameghana
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12103024
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Dikshant Singh Saini
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12103018
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Abhinav Sharma
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12103001
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Mohit Sharma
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12103037
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Gourab Ghosh
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12103022
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Novonil Sen
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12103043
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Khrielhuvi Nakhro
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12103028
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Naman Saklani
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11103033
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Rajarshi Maitra
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11103041
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Saiwal Krishna
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11103049
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