Long-range Ising model for regional-scale seismic risk analysis

被引:1
作者
Oh, Sebin [1 ]
Yi, Sangri [1 ]
Wang, Ziqi [1 ]
机构
[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
关键词
Ising model; performance-based earthquake engineering; regional seismic risk analysis; statistical mechanics; FRAGILITY CURVES; UNCERTAINTY;
D O I
10.1002/eqe.4198
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study introduces the long-range Ising model from statistical mechanics to the performance-based earthquake engineering (PBEE) framework for regional seismic damage analysis. The application of the PBEE framework at a regional scale involves estimating the damage states (DSs$DS\mathrm{s}$) of numerous structures, typically performed using fragility function-based stochastic simulations. However, these simulations often assume conditional independence or employ simplistic dependency models among the DSs$DS\mathrm{s}$ of structures, leading to significant misrepresentation of regional risk. The Ising model addresses this issue by converting the available information on binary DSs$DS\mathrm{s}$ (safe or failure) into a joint probability mass function, leveraging the principle of maximum entropy. The Ising model offers two main benefits: (1) it requires only the first- and second-order cross-moments, enabling seamless integration with the existing PBEE framework, and (2) it provides meaningful physical interpretations of the model parameters, facilitating the uncovering of insights not apparent from data. To demonstrate the proposed method, we applied the Ising model to 156 buildings in Antakya, Turkey, using post-hazard damage evaluation data, and to 182 buildings in Pacific Heights, San Francisco, using simulated data from the Regional Resilience Determination tool. In both instances, the Ising model accurately reproduces the provided information and generates meaningful insights into regional damage. The study also investigates the change in Ising model parameters under varying earthquake magnitudes, along with the mean-field approximation, further facilitating the applicability of the proposed approach.
引用
收藏
页码:3904 / 3923
页数:20
相关论文
共 59 条
[21]  
Haselton C., 2007, Assessing Seismic Collapse Safety of Modern Reinforced Concrete Frame Buildings, PEER Report 2007/08
[22]   RPBEE: Performance-based earthquake engineering on a regional scale [J].
Heresi, Pablo ;
Miranda, Eduardo .
EARTHQUAKE SPECTRA, 2023, 39 (03) :1328-1351
[23]   Structure-to-structure damage correlation for scenario-based regional seismic risk assessment [J].
Heresi, Pablo ;
Miranda, Eduardo .
STRUCTURAL SAFETY, 2022, 95
[24]   Fragility Curves and Methodology for Estimating Postearthquake Occupancy of Wood-Frame Single-Family Houses on a Regional Scale [J].
Heresi, Pablo ;
Miranda, Eduardo .
JOURNAL OF STRUCTURAL ENGINEERING, 2021, 147 (05)
[25]   High-resolution post-earthquake recovery simulation: Impact of safety cordons [J].
Hulsey, Anne M. ;
Baker, Jack W. ;
Deierlein, Gregory G. .
EARTHQUAKE SPECTRA, 2022, 38 (03) :2061-2087
[26]  
Humanitarian Data Exchange (HDX), TURKEY BUILDINGS OPE
[27]  
Humanitarian Data Exchange (HDX), HOTOSM TURKEY DESTRO
[28]   An analytical framework for seismic fragility analysis of RC high-rise buildings [J].
Ji, Jun ;
Elnashai, Amr S. ;
Kuchma, Daniel A. .
ENGINEERING STRUCTURES, 2007, 29 (12) :3197-3209
[29]  
Kadanoff L. P., 2000, Statistical physics: statics, dynamics and renormalization
[30]   Deep neural network-based regional seismic loss assessment considering correlation between EDP residuals of building structures [J].
Kang, Chulyoung ;
Kim, Taeyong ;
Kwon, Oh-Sung ;
Song, Junho .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2023, 52 (11) :3414-3434