Dimension-Reduction Representation of Multivariate Mainshock-Aftershock Ground Motions Based on Measured Records

被引:1
|
作者
Jiang, Yunmu [1 ,2 ,3 ]
Liu, Zhangjun [4 ]
Ruan, Xinxin [4 ]
Liu, Zixin [2 ,5 ,6 ]
机构
[1] Jianghan Univ, State Key Lab Precis Blasting, Wuhan, Peoples R China
[2] Jianghan Univ, Hubei Key Lab Blasting Engn, Wuhan, Peoples R China
[3] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian, Peoples R China
[4] Wuhan Inst Technol, Sch Civil Engn & Architecture, Wuhan, Peoples R China
[5] China Earthquake Adm, Inst Disaster Prevent, Key Lab Bldg Collapse Mech & Disaster Prevent, Sanhe, Peoples R China
[6] Inst Disaster Prevent, Sch Civil Engn, 465 Xueyuan St, Sanhe 065201, Hebei, Peoples R China
基金
中国国家自然科学基金;
关键词
Multivariate mainshock-aftershock ground motions; measured motion records; parameter identification; EPSD model; coherence function; dimension-reduction representation; SIMULATION; PROBABILITY; BUILDINGS; ALGORITHM;
D O I
10.1080/13632469.2024.2353256
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study proposes an integrated dimension-reduction representation strategy for simulating multivariate mainshock-aftershock stochastic ground motions based on measured motion records. The strategy includes a parameter identification method for modeling evolutionary power spectrum density (EPSD) of mainshock-aftershocks, a coherence function describing the spectrum correlation between mainshock and aftershock, and the EPSD function matrix establishment for mainshock-aftershock field combining with complex spatial coherence function. Furthermore, the dimension-reduction representation for simulating the ground motions considering the sequence and spatial variability simultaneously is presented with merely two elementary random variables. Numerical results effectively demonstrate the accuracy, efficiency, and engineering applicability of the proposed method.
引用
收藏
页码:3601 / 3622
页数:22
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