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For comparative study, an existing model update technique based on system identification is modified to constraint elements to be updated.
For the purpose of verification, shaking table tests for a small scale three-story shear building model, in which a rotational FDBS is installed, are conducted and equivalent linear systems are obtained using the proposed technique and the model update technique.
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Finite element (FE) model updating technique belongs to the class of inverse problems in classical mechanics.
The present study is a new application of an existing FE model updating technique.
A gradient-based finite element (FE) model updating technique has been used for such detection.
This paper proposes data fusion of translational and rotational responses for improved system identification using FE model updating technique.
Hence, a novel method of damage localization is presented to utilize the direct model updating technique and provide reliable and practical equations for this process.
The objective of this study is to locate damage in the shear buildings by direct model updating technique and vibrational measurement data.
A model updating technique with static and dynamic data has been applied to identify the stiffness of bolted joints for pultruded framed structural systems used in civil construction.
Integrating with the least square-based model updating technique, the damage severities of beam-type structures can also be determined quantitatively.
Within this context, FE model updating technique, which belongs to the class of inverse problems in classical mechanics, is used to detect, locate and quantify damage.
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