A Bayesian-based inspection-monitoring data fusion approach for historical buildings and its post-earthquake application to a monumental masonry palace

被引:7
|
作者
Ierimonti, Laura [1 ]
Cavalagli, Nicola [1 ]
Venanzi, Ilaria [1 ]
Garcia-Macias, Enrique [1 ,2 ]
Ubertini, Filippo [1 ]
机构
[1] Univ Perugia, Dept Civil & Environm Engn, Via G Duranti, I-06125 Perugia, Italy
[2] Univ Granada, Dept Struct Mech & Hydraul Engn, Fuentenueva Sn, Granada 18002, Spain
关键词
Data fusion; Bayesian model updating; Surrogate modeling; Post-earthquake damage classification; Continuous monitoring; Historic masonry construction; DAMAGE DETECTION; MODEL; BRIDGES; GUBBIO;
D O I
10.1007/s10518-022-01576-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Many countries exposed to high levels of seismic risk, including Italy, are facing a huge challenge in promptly quantifying post-earthquake damages to their built historical heritage. In this context, structural health monitoring plays a fundamental role allowing to continuously track changes in selected damage-sensitive features. However, monitoring data interpretation is often not univocal and may be affected by large uncertainty, provoking false positives and false negatives. Hence, this research proposes a novel approach for post-earthquake structural condition assessment by exploiting the aggregation of different sources of information, notably steering from both monitoring and visual inspection campaigns, in order to take risk-informed decisions. More in depth, an automatic tool is proposed to detect and locate structural damages in monumental structures with the aid of a data fusion approach including vibration-based system identification, static and dynamic measurements, finite element (FE) and surrogate modeling, Bayesian-based model updating and visual inspections. In a preliminary phase, potential damage-sensitive regions in the structure are identified through FE-based numerical analysis and engineering judgment. Then, the solution of the inverse problem aimed at deriving the Bayesian posterior statistics of the uncertain parameters is entrusted to a computational-effective surrogate model (SM). Finally, the Bayesian-based updated parameters are adjusted considering the different allowable sources of information to achieve a final assessment. The effectiveness of the proposed approach is demonstrated by using the recorded data acquired in the Consoli Palace, an historical building located in Umbria, central Italy, which has been continuously monitored since 2017 using dynamic, static and environmental sensors and which has been hit by low-intensity earthquakes in 2021.
引用
收藏
页码:1139 / 1172
页数:34
相关论文
共 6 条
  • [1] A Bayesian-based inspection-monitoring data fusion approach for historical buildings and its post-earthquake application to a monumental masonry palace
    Laura Ierimonti
    Nicola Cavalagli
    Ilaria Venanzi
    Enrique García-Macías
    Filippo Ubertini
    [J]. Bulletin of Earthquake Engineering, 2023, 21 : 1139 - 1172
  • [2] Bayesian-Based Fusion of Monitoring Data and Visual Inspections in Monumental Structures
    Ierimonti, Laura
    Venanzi, Ilaria
    Cavalagli, Nicola
    Garcia-Macias, Enrique
    Ubertini, Filippo
    [J]. EUROPEAN WORKSHOP ON STRUCTURAL HEALTH MONITORING (EWSHM 2022), VOL 2, 2023, : 1066 - 1075
  • [3] A Bayesian-based data fusion methodology and its application for seismic structural health monitoring of the Consoli Palace in Gubbio, Italy
    Ierimonti, Laura
    Venanzi, Ilaria
    Cavalagli, Nicola
    Garcia-Macias, Enrique
    Ubertini, Filippo
    [J]. XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY, 2023, 44 : 2082 - 2089
  • [4] Estimation of repair costs for RC and masonry residential buildings based on damage data collected by post-earthquake visual inspection
    G. De Martino
    M. Di Ludovico
    A. Prota
    C. Moroni
    G. Manfredi
    M. Dolce
    [J]. Bulletin of Earthquake Engineering, 2017, 15 : 1681 - 1706
  • [5] Estimation of repair costs for RC and masonry residential buildings based on damage data collected by post-earthquake visual inspection
    De Martino, G.
    Di Ludovico, M.
    Prota, A.
    Moroni, C.
    Manfredi, G.
    Dolce, M.
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2017, 15 (04) : 1681 - 1706
  • [6] Influence of structural -geometric features on seismic vulnerability of masonry buildings based on post-earthquake damage data
    Scala, Santa Anna
    Del Gaudio, Carlo
    Verderame, Gerardo Mario
    [J]. XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY, 2023, 44 : 267 - 274