Proposed method improves parameter estimation in structural dynamics using fewer sensors, highlighting optimization techniques.
Infrastructure systems such as bridges and high-rise buildings are susceptible to structural damage over long periods of service. To ensure their safe operation, it is essential to continuously monitor structural dynamics and detect potential damage based on changes in dynamic behavior. Detailed information about structural damage can be obtained from parameters including mass and stiffness, which are extracted from the identification results. This process of parameter estimation often requires measuring the responses of all degrees of freedom (DOFs). However, installing sensors at every DOFs in large-scale structures is challenging. Moreover, conventional methods may fail to yield a unique solution when the number of sensors is insufficient. To address this issue, we propose a parameter estimation method that requires fewer sensors than the DOF. The target structure in this study is a chain-like structure, a commonly used modeling approach for real-world systems such as high-rise buildings and offshore platforms. The method incorporates new prior information derived from physical laws and consists of two key steps: an algebraic approach followed by an optimization approach. In the algebraic approach, a general solution containing undetermined variables is obtained owing to the limited sensor configuration. Subsequently, these variables are solved in the optimization step using an objective function constructed from prior information. The effectiveness of the proposed method was validated through both simulations and experiments using only a single sensor.
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Tang et al. (2025) studied this question.
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