Article
Engineering, Geological
Xiaoyu Bai, Hui Jiang, Guangsong Song
Summary: This paper presents a framework to forecast offshore aftershock intensity measures (IMs) based on offshore mainshock IMs. The proposed bivariate model accurately characterizes the statistical characteristics and dependent structures for offshore mainshock-aftershock IMs, and can be used to estimate the range and probability of occurrence for offshore aftershock IMs.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
(2022)
Article
Engineering, Civil
Xiaohui Yu, Zhou Zhou, Wenqi Du, Dagang Lu
Summary: This study proposes a framework to develop fragility surfaces for structures under mainshock-aftershock scenarios using two intensity measures. The framework divides the assessment process into mainshock fragility assessment and aftershock fragility assessment, considering cases of dynamic instability. The results show that aftershocks can significantly increase the exceedance probabilities of limit states compared to mainshocks alone, and the reduction of fragility median conditioned on aftershock intensity increases with the intensity of aftershocks.
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
(2021)
Article
Engineering, Geological
Xiaoli Xie, Teng Zhao
Summary: This study used discrete element method to simulate a series of cyclic triaxial tests to evaluate the effects of reconsolidation degree on reliquefaction resistance under mainshock-aftershock seismic sequence. The results showed that the reliquefaction resistance increased gradually with increasing reconsolidation degree and was closely related to the residual shear strain during the first liquefaction event.
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
(2022)
Article
Construction & Building Technology
Xiulin Li, Weiping Wen, Changhai Zhai
Summary: The study proposes a probabilistic framework for evaluating the lifecycle cost of structures under multiple mainshock-aftershock sequences. The results indicate that multiple aftershocks increase the lifecycle cost of structures, and ignoring repair status underestimates the cost.
JOURNAL OF BUILDING ENGINEERING
(2022)
Article
Engineering, Geological
Chunfeng Zhao, Lei Zhou, Shenjiang Huang, Avinash Gautam
Summary: This study investigates the impact of aftershock duration on the seismic fragility of shield buildings using a three-dimensional finite element model, showing that longer duration aftershocks may worsen cumulative damage to already damaged structures, while initial damage levels significantly affect fragility curves.
BULLETIN OF EARTHQUAKE ENGINEERING
(2022)
Article
Engineering, Geological
Jawad Fayaz, Carmine Galasso
Summary: This study proposes a method based on neural networks to select consistent mainshock-aftershock ground motions by considering the correlations between earthquake sequences. The selected ground motions are then used for nonlinear time history analysis of a bridge structure.
BULLETIN OF EARTHQUAKE ENGINEERING
(2022)
Article
Engineering, Civil
Masoud Ghaderi, Saeed Gholizadeh
Summary: This study aims to numerically assess the mainshock-aftershock low-cycle fatigue damage in performance-based optimally designed steel moment frame structures, and proposes a simple procedure to increase their safety against such damage. The results show the effectiveness of considering higher seismic confidence levels in controlling the low-cycle fatigue damage caused by seismic sequences.
ENGINEERING STRUCTURES
(2021)
Article
Engineering, Civil
Pengyu Sun, Changhai Zhai, Weiping Wen
Summary: This study found through shaking table tests that the damage induced by the mainshock-aftershock sequence on columns is significant, and as damage increases, the ductility of the specimens tends to decrease. Columns with higher axial compression ratios showed more severe damage accumulation compared to those with lower axial compression ratios.
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
(2021)
Article
Engineering, Civil
Xu Chen, Nailiang Xiang, Zhongguo Guan, Jianzhong Li
Summary: This study investigates the seismic fragility and financial losses of tall pier bridges subjected to mainshock-aftershock (MA) sequences. The results show that while the mainshocks have a more substantial impact, neglecting the aftershocks underestimates the failure probability and financial loss of the bridge.
ENGINEERING STRUCTURES
(2022)
Article
Engineering, Geological
Xu Bao, Lu Jin, Jinlong Liu, Longjun Xu
Summary: This paper proposes a framework for the fragility evaluation of containment structures under mainshock-aftershock excitations, which can effectively incorporate the impact of mainshock-damaged states. The study establishes a joint seismic demand model using copula technique and utilizes bi-dimensional limit-state functions to measure structure performance. Fragility curves are developed using the Monte Carlo method, allowing for direct consideration of mainshock-damaged levels in failure probability computation.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
(2022)
Article
Chemistry, Multidisciplinary
Bochang Zhou, Jie Hu, Cheng Yuan, Weiping Wen, Qingzhao Kong
Summary: This manuscript investigates the bias introduced by scaling aftershock ground motions in evaluating the performance of structures subjected to earthquake sequences. The study reveals that scaling methods using certain intensity measures effectively control the mean bias within 30% throughout the entire period range. However, the additional damage in systems with different hysteretic behaviors is significantly affected by aftershock ground motion scaling, and scaling upwards tends to overestimate the additional damage incurred by structures. These results emphasize the importance of considering the specific hysteretic behavior of structures and selecting appropriate intensity measures for accurate evaluation of structural performance when applying aftershock ground motion scaling.
APPLIED SCIENCES-BASEL
(2023)
Article
Engineering, Civil
Min Du, Sherong Zhang, Chao Wang, Lei She, Jiabei Li, Tong Lu
Summary: This study aims to assess the seismic fragility of the aqueduct bent structure subjected to mainshock-aftershock (MS-AS) ground motion sequences. A finite element model of the structure is developed and validated through physical tests. Nonlinear dynamic time-history analysis is conducted to obtain the seismic response of the structure under different ground motion intensities. The fragility surfaces of the structure are developed based on the proposed probabilistic seismic demand model, considering both mainshock and aftershock intensities. The results indicate the importance of aftershocks in the seismic risk assessment and can support seismic optimization design and post-earthquake repair-demand.
ENGINEERING STRUCTURES
(2023)
Article
Engineering, Civil
Duofa Ji, Weiping Wen, Changhai Zhai
Summary: This article focuses on the energy factor of single-degree-of-freedom (SDOF) systems subjected to mainshock-aftershock (MSAS) sequences. It divides recorded MSAS sequences into four groups based on relative intensity and calculates constant-ductility inelastic spectra to assess the energy factor. The effect of various factors on the energy factor is thoroughly analyzed, and a predictive model is developed to facilitate energy-based seismic design of structures.
EARTHQUAKE SPECTRA
(2021)
Article
Construction & Building Technology
Tongxing Wang, Qiang Han, Jianian Wen, Lihui Wang
Summary: This paper evaluates the impact of aftershocks on RC columns by performing incremental dynamic analysis on recorded mainshock-aftershocks. The results show that the seismic demand of the mainshock-aftershocks is greater than the mainshock alone. The damage of the column increases with the increase of axial compression ratio and shear-span ratio, and decreases with the increase of the reinforcement ratio. Reducing the axial pressure ratio can significantly reduce the damage probability of columns in different damage states.
Article
Engineering, Civil
Saeed Amiri, Luigi Di Sarno, Alireza Garakaninezhad
Summary: This paper investigates the correlation between engineering demand parameters and ground motion intensity measures, and identifies the optimal intensity measures through parametric analysis.