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Real-Time Hybrid Simulation in the Pseudo-Dynamic Testing Facility at the Indian Institute of Technology Kanpur


Affiliations
1 Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208 016, India
2 Department of Mechanical Engineering and Material Science Programme, Indian Institute of Technology Kanpur, Kanpur 208 016, India
 

Real-time hybrid simulation (RTHS) is a state-of-the-art, accurate, affordable method for simulating seismic effects on structures with loading rate-dependent behaviour. In RTHS, a part of the system that cannot be accurately modelled numerically is simulated experimentally in the laboratory, and the rest numerically. The response of the hybrid system is obtained in real-time by solving the governing equations of motion. This communication demonstrates an implementation of RTHS in the Pseudo Dynamic Testing Facility at IIT Kanpur and its application to seismic response simulation of a two-storey reinforced concrete special moment-resisting frame building with in-house-built nonlinear viscoelastic dampers.

Keywords

Adaptive Time Series Compensator, Earthquake Response, Numerical Damping, Real-Time Hybrid Simulation, Viscoelastic Damper.
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  • Real-Time Hybrid Simulation in the Pseudo-Dynamic Testing Facility at the Indian Institute of Technology Kanpur

Abstract Views: 253  |  PDF Views: 76

Authors

Hironmoy Kakoty
Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208 016, India
Chinmoy Kolay
Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208 016, India
Shubham Raj
Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208 016, India
Kamal K. Kar
Department of Mechanical Engineering and Material Science Programme, Indian Institute of Technology Kanpur, Kanpur 208 016, India

Abstract


Real-time hybrid simulation (RTHS) is a state-of-the-art, accurate, affordable method for simulating seismic effects on structures with loading rate-dependent behaviour. In RTHS, a part of the system that cannot be accurately modelled numerically is simulated experimentally in the laboratory, and the rest numerically. The response of the hybrid system is obtained in real-time by solving the governing equations of motion. This communication demonstrates an implementation of RTHS in the Pseudo Dynamic Testing Facility at IIT Kanpur and its application to seismic response simulation of a two-storey reinforced concrete special moment-resisting frame building with in-house-built nonlinear viscoelastic dampers.

Keywords


Adaptive Time Series Compensator, Earthquake Response, Numerical Damping, Real-Time Hybrid Simulation, Viscoelastic Damper.

References





DOI: https://doi.org/10.18520/cs%2Fv125%2Fi6%2F685-691