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State identification and seismic performance rapid assessment of existing regular building structures by considering field measured information
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Jia-zeng SHAN1, 2, Zi-jie ZHOU1, Lü-ji WANG1, Hua YU3, Jin-rong SU3
Journal of Vibration Engineering | 2024, 37(5) : 802 - 811
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Journal of Vibration Engineering | 2024, 37(5): 802-811
State identification and seismic performance rapid assessment of existing regular building structures by considering field measured information
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Jia-zeng SHAN1, 2, Zi-jie ZHOU1, Lü-ji WANG1, Hua YU3, Jin-rong SU3
Affiliations
  • 1Department of Structural Disaster Prevention and Mitigation Engineering, Tongji University, Shanghai 200092, China
  • 2Shanghai Engineering Research Center for Resilient Cities and Intelligent Disaster Mitigation, Shanghai 200092, China
  • 3Sichuan Earthquake Administration, Chengdu 610041, China
Published: 2024-05-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.05.008
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The seismic safety evaluation of existing urban buildings (groups) is faced with multiple technical development of efficient analysis,rapid evaluation and quantitative determination. Considering the evolution of structural performance during the long-term service life,the safety evaluation of in-service buildings requires design and measurement information on the structures as well as regional ground motions to calibrate the real conditions of the structures,which can ensure the accuracy of the performance evaluation results within an acceptable timeliness. Based on the equivalent nonlinear single-degree-of-freedom model and the authors’ recent research on data-driven performance assessment index,this study proposes a method to map the global conditions of the structure with the measurement modal information and assess the seismic safety of the target building using the regional dataset of measured ground motion further. Based on the field testing and the HAZUS technical manual,the procedure of establishing the equivalent nonlinear single-degree-of-freedom representing the existing building is described. Two structural condition evaluation indicators are proposed,combined with multivariate engineering performance parameters,and the relationship between the deformation of an equivalent model and different seismic performance levels is further established. A high-rise regular RC frame structure located in Gongxian,Sichuan Province is considered as an example,the seismic safety of this building subjected to 10 local earthquakes measured from 2019 to 2022 is evaluated.

seismic performance  /  existing building  /  dynamic test  /  state identification  /  rapid assessment
Jia-zeng SHAN, Zi-jie ZHOU, Lü-ji WANG, Hua YU, Jin-rong SU. State identification and seismic performance rapid assessment of existing regular building structures by considering field measured information[J]. Journal of Vibration Engineering, 2024 , 37 (5) : 802 -811 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.05.008
Year 2024 volume 37 Issue 5
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.05.008
  • Receive Date:2022-06-28
  • Online Date:2026-02-09
  • Published:2024-05-28
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History
  • Received:2022-06-28
  • Revised:2022-09-03
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Affiliations
    1Department of Structural Disaster Prevention and Mitigation Engineering, Tongji University, Shanghai 200092, China
    2Shanghai Engineering Research Center for Resilient Cities and Intelligent Disaster Mitigation, Shanghai 200092, China
    3Sichuan Earthquake Administration, Chengdu 610041, 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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