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Structural health monitoring and damage alarming for existing masonry buildings
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Liang ZHENG1, Lei TAN2, Xiaohui YANG2, Yuhang LI3, Yang DENG1, **
China Safety Science Journal | 2024, 34(8) : 170 - 177
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China Safety Science Journal | 2024, 34(8): 170-177
Safety engineering technology
Structural health monitoring and damage alarming for existing masonry buildings
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Liang ZHENG1, Lei TAN2, Xiaohui YANG2, Yuhang LI3, Yang DENG1, **
Affiliations
  • 1 School of Civil Engineering and Transportation,Beijing University of Civil Engineering and Architecture,Beijing 102627,China
  • 2 Beijing Construction Engineering Quality Third Inspection Institute Co.,Ltd.,Beijing 100037,China
  • 3 School of Mechanical and Electrical Engineering,Beijing Polytechnic,Beijing 100176,China
Published: 2024-08-28 doi: 10.16265/j.cnki.issn1003-3033.2024.08.1561
Outline
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In order to guarantee the structural safety of masonry structures in existing buildings and prolong their lifespan,a SHM system and the mean value control charts were employed to investigate the condition evaluation and early alarming mechanism of these structures. The monitoring items for this structure were chosen to be the load-bearing wall cracks and the relative displacement of window sills. The data about structural reaction and ambient temperature was collected,and a correlation model between these two factors was built. Additionally,the correlation model was employed to replicate the temperature impact of the data collected from monitoring the structural response. Ultimately,the structural condition index was suggested and integrated with the mean value control chart to assess the early detection of potential issues in the structure. The structural condition index represented the disparity between the simulated outcomes of the correlation model and the real measured values. The findings demonstrate that the system has the capability to gather real-time monitoring data,accurately assess structural health,and promptly alert about structural damage. The monitoring data indicate that the crack width varies between 0.746 and 4.391 mm,while the sill relative displacement spans from 1.282 to 5.690 mm. Both of these variations are within the acceptable safety limit. From the findings of the mean value control chart in the early alarming system,the fracture width and relative displacement of the window sill are within normal parameters.

existing buildings  /  masonry structures  /  structural health monitoring(SHM)  /  damage alarming  /  correlation analysis  /  mean control chart
Liang ZHENG, Lei TAN, Xiaohui YANG, Yuhang LI, Yang DENG. Structural health monitoring and damage alarming for existing masonry buildings[J]. China Safety Science Journal, 2024 , 34 (8) : 170 -177 . DOI: 10.16265/j.cnki.issn1003-3033.2024.08.1561
Year 2024 volume 34 Issue 8
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2024.08.1561
  • Receive Date:2024-02-10
  • Online Date:2025-07-09
  • Published:2024-08-28
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History
  • Received:2024-02-10
  • Revised:2024-05-11
Funding
Affiliations
    1 School of Civil Engineering and Transportation,Beijing University of Civil Engineering and Architecture,Beijing 102627,China
    2 Beijing Construction Engineering Quality Third Inspection Institute Co.,Ltd.,Beijing 100037,China
    3 School of Mechanical and Electrical Engineering,Beijing Polytechnic,Beijing 100176,China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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