A Physics-Based Simulation Approach for Urban-Scale Earthquake Disaster From Fault to City: Theory, Verification, and Application

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-11-28 DOI:10.1002/eqe.4278
Jisai Fu, Zhenning Ba, Jianwen Liang, Fangbo Wang
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Abstract

By employing the frequency-wavenumber (FK) method to simulate the propagation of seismic wavefield in the crustal layer, using the spectral element method (SEM) to simulate the propagation of wavefield in the near-surface soil, and using the multi-degree-of-freedom (MDOF) model to simulate the seismic response of building clusters in city, this paper establishes the FK-SE-MDOF approach (a two-step method) for urban earthquake disaster analysis of fault-to-city based on the concept of domain reduction. The approach can simultaneously consider factors such as earthquake source parameters, propagation paths, local site effects, site-city interaction (SCI) effects, and the dynamic nonlinear responses of buildings (hereafter referred to as source-to-city factors) in a physics-based model. Firstly, the theories of the approach were introduced, and the correctness of the approach was verified. Furthermore, the applicability and the necessity of considering source-to-city factors were examined using a building cluster on an ideal sedimentary basin under the action of a point dislocation source. Finally, the seismic response of buildings in a region was simulated using buildings in the Nankai District of Tianjin as examples. This approach avoids the influences caused by expert experience differences in empirical and hybrid methods, establishes a connection between fault rupture and buildings dynamic response, and can more realistically reflect the distribution of seismic wavefields, building seismic responses, and damage state distribution under the earthquake scenario. It can be applied to earthquake disaster simulation for urban buildings at the scale of tens of thousands of buildings, and the simulation results can provide quantitative guidance for urban planning, earthquake-resistant design, risk assessment, post-earthquake rescue, etc.

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城市尺度地震灾害从断层到城市的物理模拟方法:理论、验证与应用
采用频波数法(FK)模拟地震波场在地壳层中的传播,采用谱元法(SEM)模拟波场在近地表土壤中的传播,采用多自由度模型(MDOF)模拟城市建筑群的地震响应,基于域约简的概念,建立了断层到城市地震灾害分析的FK-SE-MDOF方法(一种两步法)。该方法可以在基于物理的模型中同时考虑震源参数、传播路径、局部场地效应、场地-城市相互作用(SCI)效应和建筑物的动态非线性响应(以下称为震源-城市因素)等因素。首先介绍了该方法的原理,并验证了该方法的正确性。此外,以一个理想的沉积盆地为例,在点位错震源的作用下,对考虑源城因素的适用性和必要性进行了探讨。最后,以天津市南开区建筑物为例,模拟了区域内建筑物的地震反应。该方法避免了经验方法和混合方法中专家经验差异的影响,建立了断层破裂与建筑物动力响应之间的联系,更真实地反映了地震情景下地震波场分布、建筑物地震反应和破坏状态分布。可应用于数万栋建筑规模的城市建筑地震灾害模拟,模拟结果可为城市规划、抗震设计、风险评估、震后救援等提供定量化指导。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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