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contributor authorNing Li
contributor authorZihao Zhou
contributor authorZhong-Xian Li
date accessioned2022-02-01T21:50:34Z
date available2022-02-01T21:50:34Z
date issued11/1/2021
identifier other%28ASCE%29EM.1943-7889.0001992.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272143
description abstractReal-time hybrid simulation (RTHS) is an emerging high-efficiency and low-cost structural test method. Stability analysis is a very important part of RTHS to ensure the stability of the experimental system. Currently, there are two different types of analysis methods: discrete and continuous methods. However, these two methods obtain different stability results when the time step of the numerical substructure (NS) is large. To investigate this difference, a stability analysis strategy based on asynchronous multi-rate hybrid simulation is proposed. These two different types of stability analysis methods were introduced and the fact that the two methods may get different stability results was discussed. The proposed strategy verified that, compared with the continuous method, the discrete method is more suitable for the stability analysis of RTHS. Due to the limitation of the discrete method, it is not suitable to take the critical stability points obtained by the discrete method directly as the whole stability boundary of RTHS when the time step of the NS is large. The proposed strategy can handle cases in which the time step of the NS is large to obtain a more accurate stability result.
publisherASCE
titleStability Prediction for Real-Time Hybrid Simulation with Different Physical and Numerical Substructure Discretization Using Asynchronous Multirate Simulation
typeJournal Paper
journal volume147
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001992
journal fristpage04021086-1
journal lastpage04021086-13
page13
treeJournal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 011
contenttypeFulltext


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