Academic Journal
Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections
| العنوان: | Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections |
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| المؤلفون: | Giacomo Bernagozzi, Carlos E. Ventura, Saeid Allahdadian, Yavuz Kaya, Luca Landi, Pier Paolo Diotallevi |
| المساهمون: | Bernagozzi, Giacomo, Ventura, Carlos E., Allahdadian, Saeid, Kaya, Yavuz, Landi, Luca, Diotallevi, PIER PAOLO |
| سنة النشر: | 2020 |
| المجموعة: | IRIS Università degli Studi di Bologna (CRIS - Current Research Information System) |
| مصطلحات موضوعية: | Structural health monitoring, Damage detection, Output-only modal identification, Modal flexibility-based deflection, Building |
| الوصف: | 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 ... |
| نوع الوثيقة: | article in journal/newspaper |
| وصف الملف: | STAMPA |
| اللغة: | English |
| Relation: | info:eu-repo/semantics/altIdentifier/wos/WOS:000514214200003; volume:207; firstpage:1; lastpage:27; numberofpages:27; journal:ENGINEERING STRUCTURES; https://hdl.handle.net/11585/733239; https://www.sciencedirect.com/science/article/pii/S0141029619314476 |
| DOI: | 10.1016/j.engstruct.2019.110015 |
| الاتاحة: | https://hdl.handle.net/11585/733239 https://doi.org/10.1016/j.engstruct.2019.110015 https://www.sciencedirect.com/science/article/pii/S0141029619314476 |
| Rights: | info:eu-repo/semantics/openAccess |
| رقم الانضمام: | edsbas.A4627623 |
| قاعدة البيانات: | BASE |
| DOI: | 10.1016/j.engstruct.2019.110015 |
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