An Autonomous Strain-Based Structural Monitoring Framework for Life-Cycle Analysis of a Novel Structure

Frontiers in Built Environment

Harmanci, Yunus E.¹  Kü¹  Chatzi, Eleni N.²  bler, Wolfram³  Spiridonakos, Minas D.³ 

[1] Department of Civil, Environmental and Geomatic Engineering, Institute of Structural Engineering, ETH ZüStructural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Switzerland;rich, Switzerland

关键词: fiber bragg grating;    structural health monitoring;    strain sensing;    structural identification;    damage detection;    Principal Components Analysis (PCA);    Vector Auto-Regressive Model;   

DOI  :  10.3389/fbuil.2016.00013

学科分类：建筑学

来源: Frontiers

【 摘 要 】

In recent years, developed societies have largely adopted smart systems operating on the basis of information extracted from data. For infrastructure systems as well, Structural Health Monitoring (SHM) has long advocated a data-driven scheme for facilitating the operation and maintenance of infrastructure. In materializing such a goal, this paper demonstrates the procedures and outcomes of a SHM framework employed on an unconventional structure, namely the recently built "Kaeng Krachan" Elephant Shelter at the Zurich Zoo, relying on a deployed set of Fiber Bragg Grating (FBG) strain sensors. The structure comprises an 80 meter span free-form timber-composite cupola, carried by a post-tensioned reinforced concrete (RC) ring. FBG strain sensors are embedded into the ring in close vicinity to critical regions, selected in collaboration with the design engineers. The continuously acquired strain data is then exploited for extraction of performance indicators, relying on implementation of output-only identification methodologies. To this end, a non-parametric and a parametric output-only method, namely a Principal Component Analysis (PCA) scheme versus a Vector AutoRegressive (VAR) model, are employed and compared. Pre-conditioning of the predictive model is performed on the "healthy", or undamaged, state of the structure, and the misfit between model predictions and subsequent measurements is exploited as a damage precursor. The VAR scheme proves in this case a more robust representation of the measured strains, when compared against PCA, as a result of its inherent feature of memory.

【 授权许可】

CC BY