A multi-mode approach for multi-directional damage detection in frame structures. (15th September 2017)

• Record Type: Journal Article
• Authors: Bonessio, Noemi; Benzoni, Gianmario; Lomiento, Giuseppe
• Is Part Of: Engineering structures. Volume 147(2017:Sep. 15)
• Page Start: 505
• Page End: 516
• Publication Date: 2017-09-15
• Subjects: Structural Health Monitoring -- Bridge testbed -- Three-dimensional damages -- Multi-mode damage identification -- Sensor network; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2017.05.060
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A multi-mode multi-directional Damage Index approach is proposed for damage detection on beam-like elements. The multi-mode combination of Damage Indices is introduced to reduce false positive and missing errors. The identification of the multi-directional effects of damages is aimed at improving accuracy in terms of damage severity. The method was experimentally tested on a bridge model subjected to ambient-like vibrations. The accuracy of the method is compared with a Damage Index approach based on individual vibration modes. Abstract: Due to their three-dimensional nature, damages have different effects on each vibration mode of a frame structure, depending on the direction of deflection of its structural elements. In this study, a Multi-mode Multi-directional Damage Index (MMDI) method is proposed to benefit from the recognition of the multi-directional effects of damages in order to reduce damage detection errors. The novelty of the method resides in the use of specifically developed modal combination factors for the identification of the vibration modes more relevant to the damage detection and for the assessment of the directionality of the damage effects. The detection capability of the MMDI method is experimentally investigated on a bridge testbed consisting of a two-column moment resisting frame. Individual and combined damages are simulated into columns and beams of the testbed through steel parts removal. The dynamic characteristics of the system in its undamaged and damaged configurations are identified upon ambient-like accelerations from a low dense sensor network. The effectiveness of the MMDI method is assessed for its ability of identifying damages without any pre-selection of vibration modes. The accuracy of the damage assessment is measured through four indicators targeting identification, false detection, localization, and severity estimation of the damages.