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author:

Rosso, Marco Martino (Rosso, Marco Martino.) [1] | Aloisio, Angelo (Aloisio, Angelo.) [2] | Parol, Jafarali (Parol, Jafarali.) [3] | Marano, Giuseppe C. (Marano, Giuseppe C..) [4] | Quaranta, Giuseppe (Quaranta, Giuseppe.) [5]

Indexed by:

CPCI-S EI Scopus

Abstract:

The stochastic subspace identification (SSI) technique is widely adopted for operational modal analysis of structural systems. Regardless of the specific implementation, its workflow basically consists of four main steps: definition of the control parameters governing the SSI algorithm; estimation of the system poles and construction of the stabilization diagram (SD); interpretation of the SD; quantification of the confidence level associated to the modal results. The definition of the control parameters ruling the modal identification via SSI algorithms play a crucial role. Manual selection procedures and rules-of-thumb have been largely employed for this task, but they are unsuitable for reliable automatic applications. Therefore, a new paradigm for automatic operational modal analysis is presented in this work. The proposed approach is named intelligent automatic operational modal analysis (i-AOMA) method and relies on the effective integration between the SSI algorithm and a machine learning technique. Initially, quasi-random samples of the control parameters for the SSI algorithm are generated. Once the SSI algorithm is performed for each sample, the corresponding SDs are processed to prepare a database for training the intelligent core of the i-AOMA method. This is a machine learning technique that drives intelligently the selection of the control parameters for the next applications of the SSI algorithm, which is performed until a convergence criterion is fulfilled. At the end, the uncertainty level about the modal estimates due to the variability of the control parameters is assessed. The potential of the proposed approach is demonstrated through the identification of a large structure.

Keyword:

Automatic Operational Modal Analysis Machine Learning Stabilization Diagram Stochastic Subspace Identification Tall Building

Community:

  • [ 1 ] [Rosso, Marco Martino]Politecn Torino, Dept Struct Geotech & Bldg Engn, DISEG, Corso Duca Abruzzi 24, I-10128 Turin, Italy
  • [ 2 ] [Marano, Giuseppe C.]Politecn Torino, Dept Struct Geotech & Bldg Engn, DISEG, Corso Duca Abruzzi 24, I-10128 Turin, Italy
  • [ 3 ] [Aloisio, Angelo]Univ Aquila, Civil Environm & Architectural Engn Dept, Via Giovanni Gronchi 18, I-67100 Laquila, Italy
  • [ 4 ] [Parol, Jafarali]Kuwait Inst Sci Res, Energy & Bldg Res Ctr, Kuwait, Kuwait
  • [ 5 ] [Marano, Giuseppe C.]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Fujian, Peoples R China
  • [ 6 ] [Quaranta, Giuseppe]Sapienza Univ Rome, Dept Struct & Geotech Engn, Via Eudossiana 18, I-00184 Rome, Italy

Reprint 's Address:

  • [Rosso, Marco Martino]Politecn Torino, Dept Struct Geotech & Bldg Engn, DISEG, Corso Duca Abruzzi 24, I-10128 Turin, Italy;;

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Source :

PROCEEDINGS OF THE 10TH INTERNATIONAL OPERATIONAL MODAL ANALYSIS CONFERENCE, VOL 1, IOMAC 2024

ISSN: 2366-2557

Year: 2024

Volume: 514

Page: 695-703

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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