An Integrated Data Acquisition Approach for the Structural Health Monitoring and Real-Time Earthquake Response Assessment of a Retrofitted Adobe Church in Peru

被引:0
作者
Karanikoloudis, Georgios [1 ]
Barontini, Alberto [1 ]
Mendes, Nuno [1 ]
Lourenco, Paulo B. [1 ]
机构
[1] Univ Minho, Dept Civil Engn, P-4800058 Guimaraes, Portugal
关键词
structural health monitoring; condition assessment; dynamic identification tests; out-of-plane rotations; crack propagation; traditional retrofitting techniques; adobe heritage structures; large data series processing; DYNAMIC-BEHAVIOR; TOWER;
D O I
10.3390/s24165327
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
The structural health monitoring (SHM) of buildings provides relevant data for the evaluation of the structural behavior over time, the efficiency of maintenance, strengthening, and post-earthquake conditions. This paper presents the design and implementation of a continuous SHM system based on dynamic properties, base accelerations, crack widths, out-of-plane rotations, and environmental data for the retrofitted church of Ku & ntilde;otambo, a 17th century adobe structure, located in the Peruvian Andes. The system produces continuous hourly records. The organization, data collection, and processing of the SHM system follows different approaches and stages, concluding with the assessment of the structural and environmental conditions over time compared to predefined thresholds. The SHM system was implemented in May 2022 and is part of the Seismic Retrofitting Project of the Getty Conservation Institute. The initial results from the first twelve months of monitoring revealed seasonal fluctuations in crack widths, out-of-plane rotations, and natural frequencies, influenced by hygrothermal cycles, and an apparent positive trend, but more data are needed to justify the nature of these actions. This study emphasizes the necessity for extended data collection to establish robust correlations and refine monitoring strategies, aiming to enhance the longevity and safety of historic adobe structures under seismic risk.
引用
收藏
页数:31
相关论文
共 26 条
  • [1] Appraising the Seismic Response of a Retrofitted Adobe Historic Structure, the Role of Modal Updating and Advanced Computations
    Ahmadi, Seyed Salar
    Karanikoloudis, Georgios
    Mendes, Nuno
    Illambas, Rogiros
    Lourenco, Paulo B.
    [J]. BUILDINGS, 2022, 12 (11)
  • [2] ALLEN RV, 1978, B SEISMOL SOC AM, V68, P1521
  • [3] [Anonymous], 2017, Case Study: Kunotambo. Seismic Retrofitting Project
  • [4] [Anonymous], 2003, PRINCIPLES ANAL CONS
  • [5] Long-term monitoring of a masonry arch bridge to evaluate scour effects
    Borlenghi, Paolo
    Gentile, Carmelo
    D'Angelo, Manuel
    Ballio, Francesco
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2024, 411
  • [6] Modal identification of output-only systems using frequency domain decomposition
    Brincker, R
    Zhang, LM
    Andersen, P
    [J]. SMART MATERIALS & STRUCTURES, 2001, 10 (03) : 441 - 445
  • [7] Cancino C., 2012, Seismic Retrofitting Project: Assessment of Prototype Buildings
  • [8] Cardani G., 2017, P 3 INT C PROT HIST
  • [9] EQ-DIRECTION Procedure towards an Improved Urban Seismic Resilience: Application to the Pilot Case Study of Sanremo Municipality
    Cattari, Serena
    Ottonelli, Daria
    Mohammadi, Soheil
    [J]. SUSTAINABILITY, 2024, 16 (06)
  • [10] Earthquake-Induced Damage Detection in a Monumental Masonry Bell-Tower Using Long-Term Dynamic Monitoring Data
    Cavalagli, Nicola
    Comanducci, Gabriele
    Ubertini, Filippo
    [J]. JOURNAL OF EARTHQUAKE ENGINEERING, 2018, 22 : 96 - 119