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Article Engineering, Geological Time-domain acceleration-based pulse characterization of 2023 Kahramanmaraş earthquakes Sedef Kocakaplan Sezgin, Ehsan Ahmadi, Mohammad M. Kashani Summary: Two major earthquakes occurred in the Kahramanmaraş region of Türkiye on February 6, 2023, causing casualties and infrastructure damage. The authors characterized the pulse components of the earthquake ground motions using a multi-pulse decomposition method and found that the pulse cumulative energy of the ground motions near the rupture line was more significant for the Pazarcık earthquake, while it was not significant in a specific area and uniformly distributed for the Elbistan earthquake. The dominant pulse periods of both earthquakes were mainly in the range of 0.5-1.5 seconds, and the pulse amplitudes of several ground motions of the Pazarcık earthquake exceeded 0.5g, while all amplitudes of the Elbistan earthquake were below 0.5g. BULLETIN OF EARTHQUAKE ENGINEERING (2024) Article Engineering, Geological Analysis of earthquake-induced pounding between adjacent buildings in a row Shan Jiang, Changhai Zhai, Fuwei Zhang, Ning Ning, Jigang Zhang Summary: This study aims to address the complexity of the law of collision reactions between adjacent buildings. A mathematical model is established using the dimensional analysis method, and the effects of structural layout, oscillator parameters, etc. are considered. The results show that it is dangerous to place a structure with small mass and stiffness outside, while the bilateral impact response leads to a smaller displacement of the middle structure. BULLETIN OF EARTHQUAKE ENGINEERING (2024) Article Engineering, Geological Research on the elastic-plastic displacement response of SDOF systems and post-yield stiffness ratio

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OF EARTHQUAKE ENGINEERING (2025) Article Engineering, Geological Parametric analysis on mechanical performance and additional reinforcement design method of reinforced concrete chimneys with openings Zhi-Qian Dong, Gang Li, Song-Ke Zhang, Sha-Yi Wang, Ding-Hao Yu, Zeng-Bo Yao, Chun-Gang Liu, Mei Yang Summary: This study addresses the issue of stress concentration and damage prone to occur around openings in reinforced concrete chimneys under earthquake loads. The stress concentration factor was proposed, and numerical models and pushover analyses were conducted to investigate the effects of parameters such as wall thickness, diameter, opening size, and spacing on stress. Recommendations for limiting opening sizes and a method for designing reinforcing steel bars were presented. Numerical results showed that the proposed method can effectively reduce stress concentration. BULLETIN OF EARTHQUAKE ENGINEERING (2024) Article Engineering, Geological Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower Elide Nastri, Annachiara D'Apice, Paolo Todisco Summary: This study assesses the seismic response of a bell tower in Italy using photogrammetry and FE modelling. After calibrating the model with AVTs, earthquake intensities were inputted to evaluate the tower's structural performance and potential collapse mechanisms. The results show the vulnerability of the tower under severe earthquakes, highlighting the importance of preservation and the need for conservation strategies. BULLETIN OF EARTHQUAKE ENGINEERING (2025)

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Earthquake was a 9.5 magnitude and occurred in Chile on May 22, 1960.It is not usually the earthquake itself that claims lives, but the destruction of man-made structures or other natural disasters caused by the earthquake, ie. tsunamis or landslides.On average, there are 500,000 detectable earthquakes that occur each year. Of those, 100,000 can be felt and 100 cause damage.Earthquakes below a 3.0 on the Moment magnitude scale are largely imperceptible. The featured timeline is made using Timeline Maker Professional. To make your own timelines, like the one pictured above, download a free trial. Search: --> Get This Timeline: Download Timeline as PDF Download Timeline as TLM File Download Timeline as Image This timeline is available for use under the Creative Commons 3.0 License. You may copy and redistribute the material in any medium or format. You may also adapt, remix, transform, and build upon the material for any purpose, even commercially. You must give appropriate credit! Please provide a link to the original timeline, using the link above, and indicate if changes were made. --> Categories:. list all files belong to Earthquake Bulletin software, check how to remove Earthquake Bulletin and how to Download Earthquake Bulletin

Bulletins of British Earthquakes - List of earthquakes in the British

Can be used to guide seismic design, etc. BULLETIN OF EARTHQUAKE ENGINEERING (2024) Article Engineering, Geological Axial-shear-flexure interactive behavior and completed shear strength model of reinforced concrete members considering steel-bond slip J. H. Wang, Y. P. Sun Summary: This study fabricated 20 high-strength fly ash concrete beams for testing. The results showed that the degradation of the shear strength carried by the concrete controlled the overall shear strength behavior, and the Vc of the beams with a shear span ratio greater than 1.5 eventually reduced to zero. A calculation method for predicting the ASFI behavior and an analytical model for calculating the nominal shear strength were proposed, which showed good agreement with the experimental results. A new model for describing the degradation of shear strength was also proposed. Comparisons between the predicted and experimental results demonstrated that the ASFI calculation program and shear strength model could accurately predict the lateral behavior, shear failure, and post-failure behavior. BULLETIN OF EARTHQUAKE ENGINEERING (2025) Article Engineering, Geological Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings L. G. Pujades, Y. F. Vargas-Alzate, N. Lantada, R. Gonzalez-Drigo Summary: 1160 framed reinforced concrete buildings were probabilistically modelled. Capacity spectra and damage state thresholds were analyzed, and the seismic risk was demonstrated using Barcelona as an example. The results show that the probabilistic scenario is more damaging, and the thresholds based on the capacity spectrum lead to more damages. This study is important for earthquake emergency planning and protection. BULLETIN

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Bulletin of Earthquake Engineering - ScienceGate

Of components under long-period ground motions Jiawei Zhang, Bo Wang, Yang Liu, Fei Cheng, Zhipeng Wang, Huijuan Dai Summary: This study analyzed the elastic-plastic displacement response of structures under long-period ground motions, including far-field long-period ground motions and near-fault pulse-like ground motions, and the influence of the post-yield stiffness ratio. By calculating the elastic-plastic displacement response of single degree of freedom systems, the effects of ground motion type, post-yield stiffness ratio, natural period, and strength reduction coefficient on normalized elastic-plastic displacement were studied. The results showed that the normalized maximum displacement decreased with the increase of period, the increase of post-yield stiffness ratio, and the decrease of strength reduction coefficient, but the variation degree of the normalized maximum displacement was different under different ground motions. The normalized residual displacement was the largest under NPGM, and the variation of normalized residual displacement with post-yield stiffness ratio, strength reduction coefficient, and natural period was different under different ground motions. In addition, the post-yield stiffness ratio of components was significantly affected by design parameters and loading paths. BULLETIN OF EARTHQUAKE ENGINEERING (2025) Article Engineering, Geological Multi-level damage index of RC structures based on material damage Haodong Yu, Zixuan Gui, Jiaxu Shen, De-Cheng Feng Summary: This paper proposes a damage constitutive model for concrete and a damage constitutive model for steel bars under cyclic loading, and establishes a multi-level damage index system. The accuracy of the damage indices is verified through experimental simulations and finite element analysis, and performance indices are provided. These indices