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Identification of ground motion time history and structural parameters based on absolute acceleration observations
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Jia HE1, 2, Jingxian LI1, 2, Xiaoxiong ZHANG1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(5) : 118 - 124
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Earthquake Engineering and Engineering Dynamics | 2024, 44(5): 118-124
Identification of ground motion time history and structural parameters based on absolute acceleration observations
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Jia HE1, 2, Jingxian LI1, 2, Xiaoxiong ZHANG1, 2
Affiliations
  • 1.College of Civil Engineering, Hunan University, Changsha 410000, China
  • 2.Key Laboratory of Wind and Bridge Engineering of Hunan Province, Changsha 410000, China
doi: 10.13197/j.eeed.2024.0511
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In this study, based on the extended Kalman filter (EKF), an approach is proposed for identifying unknown ground motion time history and structural parameters by using the absolute acceleration measurements. First, the interfacial force of the lower boundary of the 1st floor is considered as the unknown excitation. The EKF-based approach is employed for the identification of this unknown excitation and the remaining structural stiffness parameters. Then, by using Fourier transform, the structural natural frequencies can be obtained from the acceleration measurements and used for identifying structural stiffness of the 1st floor. Finally, based on these identified structural parameters, the unknown interfacial force mentioned above is updated and employed for identifying ground acceleration with the aid of Newmark-β method. The effectiveness of the proposed approach is validated via a numerical frame structure and a five-story experimental model under shaking table tests.

ground motion identification  /  structural parameters identification  /  extended Kalman filter  /  absolute acceleration observations
Jia HE, Jingxian LI, Xiaoxiong ZHANG. Identification of ground motion time history and structural parameters based on absolute acceleration observations[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (5) : 118 -124 . DOI: 10.13197/j.eeed.2024.0511
Year 2024 volume 44 Issue 5
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doi: 10.13197/j.eeed.2024.0511
  • Receive Date:2023-07-10
  • Online Date:2026-03-30
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  • Received:2023-07-10
  • Revised:2023-10-14
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    1.College of Civil Engineering, Hunan University, Changsha 410000, China
    2.Key Laboratory of Wind and Bridge Engineering of Hunan Province, Changsha 410000, China
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https://castjournals.cast.org.cn/joweb/dzgcygczd/EN/10.13197/j.eeed.2024.0511
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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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