Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections. (15th March 2020)

• Record Type: Journal Article
• Authors: Bernagozzi, Giacomo; Ventura, Carlos E.; Allahdadian, Saeid; Kaya, Yavuz; Landi, Luca; Diotallevi, Pier Paolo
• Is Part Of: Engineering structures. Volume 207(2020)
• Publication Date: 2020-03-15
• Subjects: Structural health monitoring -- Damage detection -- Output-only modal identification -- Modal flexibility-based deflection -- Building; 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.2019.110015
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A deflection-based method for damage diagnosis in buildings is proposed. The deflections are estimated from identified modal flexibility matrices. The method is applicable for plan-symmetric buildings with asymmetric damage. The method can be used for damage detection, localization and quantification. The proposed method extends an existing method developed for planar structures. Abstract: Effective methods for vibration-based damage diagnosis in building structures are based on the estimation of structural deflections from identified modal flexibility (MF) matrices. However, most of the existing methods and previous studies that use MF-based deflections were developed by considering the case of buildings that can be modeled as planar structures (e.g. plan-symmetric buildings) both in the baseline and possibly damaged states. In an attempt to fill this research gap, a deflection-based method for output-only damage diagnosis in building structures tested under ambient vibrations is proposed in this paper. The method is applicable for simple rectangular plan-symmetric "box type" 3D building structures which may experience asymmetric damage, and it can be used for detecting, localizing and quantifying the damage. One of the main differences between the proposed and the existing methods is related to the inspection loads adopted to estimate the MF-based deflections. The inspection loads of the proposed method are more complex than the uniform translational loads adopted in the existing methods. Such proposed loads in fact can be assembled only after having estimated the position of the center of stiffness for each story of the structure. According to the proposed approach, the locations of the centers of stiffness are extracted from the experimentally-derived modal flexibility matrices, before performing the damage diagnosis process. The effectiveness and validity of the proposed method was demonstrated both through numerical analyses and by executing experimental ambient vibration tests on a frame building. The results of the proposed method were also compared with the existing approach which was developed for planar structures. This comparison (made both through numerical and experimental analyses) demonstrated that only the proposed approach can be used to perform a correct damage diagnosis process in plan-symmetric buildings which may experience asymmetric damage, especially when considering the damage quantification problem.