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Effect of Site Soil and Bus Bars on the Seismic Performance of an Isolated Power Transformer 场地土壤和母线对隔离式电力变压器抗震性能的影响
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-12-29 DOI: 10.1142/s1793431123500392
Yuebing Li, He Yuze, Liu Yang, Song Qushenglin, Shuang Xing
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引用次数: 0
Event Detection Techniques and Optimization for Earthquake Early Warning Application 地震预警应用中的事件检测技术与优化
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-12-01 DOI: 10.1142/s1793431123500355
Anubrata Roy, Siddhartha Sarkar, Amarendra Goap, Satish Kumar
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引用次数: 0
Numerical Investigation on Sloshing Phenomena in U-shaped Containers Subjected to Near-Fault Strong Ground Motions 受近断层强地动影响的 U 型集装箱中的坍塌现象数值研究
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-11-24 DOI: 10.1142/s1793431123500331
Anupama Das, Tanmoy Konar, Damodar Maity
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引用次数: 0
Seismic Fragility Curves of Combined Multiple Tunnel Complexes in Soft Soils 软土中复合隧道体的地震易损性曲线
4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-11-10 DOI: 10.1142/s1793431123500264
Ahsan Naseem, Muhammad Kashif, Ken Schotte, Hans De Backer
Seismic fragility assessment is the probability of damage exceeding a certain design limit. The dynamic performance of a combined multiple tunnel complex is less explored and requires thorough study. This research is based on the numerical approach to evaluate the damage caused to the two new types of tunnel complexes, i.e. twin and triple tunnel complexes in a soft soil profile. A two-dimensional (2D) finite element analysis is performed to determine the induced bending moments for each of the tunnel complexes and develop the seismic fragility curves. A set of full acceleration-time histories are applied to the soil–tunnel complex system by varying embedment depths in different soft soil profiles. From the results, it is concluded that increasing the embedment ratio results in an increased probability of tunnel damage. The developed fragility curves are also inter-compared for both the tunnel complexes to evaluate the better performer during a seismic event. This study serves as an initial step toward the guidelines to determine the percentage of incurred damage and design the combined multiple tunnel complex in a seismic-prone area.
地震易损性评价是指超过一定设计极限的破坏概率。多隧道复合结构的动力特性研究较少,需要深入研究。本文采用数值方法对软土剖面中两种新型隧道复合体(双隧道复合体和三隧道复合体)的损伤进行了评价。通过二维有限元分析,确定了各隧道体的诱导弯矩,并绘制了地震易损性曲线。通过在不同软土剖面中不同的埋置深度,将一套完整的加速度-时程应用于土-隧道复合系统。结果表明,增大埋置比,隧道损伤概率增大。并对两种隧道结构的脆性曲线进行了对比,以评价其在地震事件中的性能。本研究为确定地震易发地区的损伤百分比和设计多隧道复合结构提供了初步指导。
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引用次数: 0
Seismic Performance and Damage Evaluation of Reinforced Concrete Structures Based on Field Investigation Made After 6 February 2023, Kahramanmaras Earthquakes 基于2023年2月6日Kahramanmaras地震后现场调查的钢筋混凝土结构抗震性能及损伤评估
4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-11-10 DOI: 10.1142/s179343112350032x
B. Sevim, Y. Ayvaz, S. Akbulut, M. F. Aydiner, S. Uzun, A. Ari
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引用次数: 0
Effect of initial stress and mechanical impedance boundary on Scholte's wave at micropolar solid-liquid interface 微极固液界面初始应力和机械阻抗边界对Scholte波的影响
4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-11-03 DOI: 10.1142/s1793431123500318
R. Lianngenga, J. Lalvohbika
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引用次数: 0
Unravelling Karachi’s Seismic Potential: Estimating Maximum Ground Shaking in Various Zones 解开卡拉奇的地震潜力:估计不同区域的最大地面震动
4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-10-31 DOI: 10.1142/s1793431123500252
Muhammad Ahmed, Sarosh Hashmat Lodi
Karachi, a sprawling city spanning over 3500[Formula: see text]sq. km, exhibits significant variability in seismic hazard across its expanse. This study employs a deterministic approach for seismic hazard assessment due to the unavailability of a long-term seismic archive required for a probabilistic approach, given the city’s relatively young age. Furthermore, a novel methodology is employed in this study, utilizing all known faults within Karachi’s seismic vicinity for conducting Deterministic Seismic Hazard Assessment (DSHA). Individual hazards associated with each seismic source are estimated, enabling the determination of the most severe hazard for the development of a seismic zoning map. The resulting DSHA-based seismic hazard assessment categorizes Karachi into four seismic zones, ranging from Zone 2A to Zone 4. This paper concludes that for a vast city like Karachi, relying solely on a single fault source for DSHA does not accurately represent the realistic seismic hazard to the region.
卡拉奇是一个面积超过3500平方米的城市。Km,在其范围内表现出显著的地震危险性变化。本研究采用确定性方法进行地震危害评估,因为考虑到城市相对年轻,无法获得概率方法所需的长期地震档案。此外,本研究采用了一种新的方法,利用卡拉奇地震附近的所有已知断层进行确定性地震危害评估(DSHA)。估算与每个震源相关的单个危险,从而确定最严重的危险,以便绘制地震区划图。基于dsha的地震危险性评估结果将卡拉奇划分为4个地震带,从2A区到4区。本文的结论是,对于像卡拉奇这样的大城市,仅仅依靠单一断层源来计算DSHA并不能准确地反映该地区的实际地震危险性。
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引用次数: 0
Field Observations and Damage Evaluation in Reinforced Concrete Buildings After the February 6th, 2023, Kahramanmaraş–Türkiye Earthquakes 2023年2月6日kahramanmara<e:1> - trkiye地震后钢筋混凝土建筑的现场观测与损伤评估
4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-10-31 DOI: 10.1142/s1793431123500240
Ahmet Can Altunisik, Mehmet Emin Arslan, Volkan Kahya, Banu Aslan, Tugrul Sezdirmez, Gokhan Dok, Osman Kirtel, Hakan Ozturk, Fezayil Sunca, Alihan Baltaci, Mehmet Emiroglu, Murat Gunaydin, Suleyman Adanur, Barbaros Atmaca, Tahir Akgul, Aydin Demir, Tuba Tatar, Batuhan Aykanat, Kemal Haciefendioglu, Ali Saribiyik, Muhammet Yurdakul, Yunus Emrahan Akbulut, Fatih Yesevi Okur, Furkan Sen, Ali Fuat Genc, Hasan Basri Basaga, Eren Demirkaya, Osman Gules, Murat Nas
On February 6, 2023, two major earthquakes (Mw 7.7 and Mw 7.6) occurred in the province of Kahramanmaraş in southern Türkiye at 9-h intervals, causing a lot of loss of life and destruction in the region where approximately 16% of the country’s population lives. This study provides a comprehensive summary of common structural deficiencies that occurred in reinforced concrete (RC) buildings in earthquake-prone cities and proposes actionable measures systematically for future disasters. The evaluated data are based on the field observations of the authors. The main reasons for damages in RC buildings in the observation field can be classified into two categories: (1) the errors during the design stage (strong beam–weak column, short column, soft story, pounding effects, the existence of short and unconfined lap splices, insufficient transverse reinforcement, column–beam connection failures), and (2) the errors during the construction stage (poor concrete quality, unribbed reinforcing steel bar and corrosion, incorrect placement of reinforcement bars, incorrect end hook angle and length, weak gable walls, workmanship defects). Furthermore, a comparative nonlinear finite element analysis of the seismic impacts caused by the first earthquake on an existing RC building fully collapsed in the earthquake was conducted as a case study considering Türkiye Building Earthquake Code 2018 [TBEC 2018] “Türkiye Bina Deprem Yönetmeliği,” Afet ve Acil Durum Yönetimi Başkanlığı, Ankara (in Turkish)]. The validity and accuracy of the reasons for damages, which were reached by the field observations, were also proven by numerical analysis results. The importance of complying with the regulations, conducting the performance evaluations and controls of the buildings according to the renewed earthquake regulations and, if necessary, repairing–strengthening works were emphasized. The loss of life and property after the earthquakes that we experienced on February 6, 2023, which were called the “Disaster of the Century”, showed that Türkiye’s current building stock, especially those built before a certain date, is insufficient against earthquakes.
2023年2月6日,两次大地震(里氏7.7级和里氏7.6级)每隔9小时发生在基耶耶省南部的kahramanmaraku省,造成了大量的生命损失和破坏,该地区约占该国人口的16%。本研究全面总结了地震多发城市中钢筋混凝土(RC)建筑常见的结构缺陷,并为未来的灾害提出了系统的可操作措施。评估的数据是基于作者的实地观测。观测场钢筋混凝土建筑损坏的主要原因可分为两类:(1)设计阶段的误差(强梁-弱柱、短柱、软层、冲击效应、搭接存在短且无约束、横向配筋不足、柱-梁连接失效);(2)施工阶段的误差(混凝土质量差、钢筋无肋、锈蚀、钢筋布置不正确、端钩角度和长度不正确、山墙薄弱、工艺缺陷)。此外,考虑到 rkiye建筑地震规范2018 [TBEC 2018]“t rkiye Bina Deprem Yönetmeliği”,Afet ve Acil Durum Yönetimi Başkanlığı,安卡拉(土耳其)],对第一次地震对地震中完全倒塌的现有RC建筑造成的地震影响进行了比较非线性有限元分析。数值分析结果也证实了现场观测所得损伤原因的正确性和有效性。他们强调了遵守条例、根据新的地震条例对建筑物进行性能评价和控制的重要性,并在必要时进行修理和加固工程。我们在2023年2月6日经历的被称为“世纪灾难”的地震后遭受的生命和财产损失表明,目前的建筑库存,特别是在某一日期之前建造的建筑,不足以抵御地震。
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引用次数: 0
Energy content analysis of the large 2019 Ridgecrest, California seismic sequence 2019年加州里奇克莱斯特大地震序列的能量含量分析
4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-10-27 DOI: 10.1142/s1793431123500306
Saman Yaghmaei-Sabegh
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引用次数: 0
Dynamic characteristics of seismically isolated rectangular tank-liquid-block systems implementing lead rubber bearing isolator 采用铅橡胶支座隔震的矩形罐液块隔震系统的动力特性
4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-10-20 DOI: 10.1142/s1793431123500276
Jyoti Ranjan Barik, Kishore Chandra Biswal
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引用次数: 0
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Journal of Earthquake and Tsunami
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