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Journal of Earthquake Engineering最新文献

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Intelligent Hysteresis Modeling for Capturing Structural Features via Multi-Physics Guided Neural Network and Its Earthquake Resistant Test 通过多物理场引导神经网络捕捉结构特征的智能滞后建模及其抗震试验
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-28 DOI: 10.1080/13632469.2024.2370893
Chen Liu, Huiyong Guo, Jin Di, Kaixuan Zheng
The hysteresis model simplifies the relationship between resilience and deformation in seismic performance analysis of structural components. However, accurately capturing structural performance po...
在结构部件的抗震性能分析中,滞后模型简化了回弹与变形之间的关系。然而,要准确地捕捉结构性能参数,还需要大量的时间。
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引用次数: 0
Evaluation of Seismic Demand on Nonstructural Elements Based on Shake-Table Testing of Full-Scale 2-Story Steel Moment Frame 基于全尺寸 2 层钢制弯矩框架振动台测试的非结构性构件抗震需求评估
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-28 DOI: 10.1080/13632469.2024.2370857
Su-Chan Jun, Cheol-Ho Lee, Chang-Jun Bae, Bong-Ho Cho
A shake table test using a full-scale 2-story steel moment frame was conducted to investigate the peak floor acceleration (PFA) and the peak component acceleration (PCA), which directly affect the ...
使用全尺寸 2 层钢制弯矩框架进行了振动台试验,以研究直接影响楼板加速度峰值(PFA)和分量加速度峰值(PCA)的因素。
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引用次数: 0
“Earthquake Response of the Transportation Infrastructure in the Region Affected by the February 6 Türkiye Earthquakes’’ Part I-Roads, Railroads and Ports 受 2 月 6 日土耳其地震影响地区交通基础设施的地震响应",第 I 部分--公路、铁路和港口
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-26 DOI: 10.1080/13632469.2024.2370856
Nurdan Memisoglu Apaydin
On February 6, 2023, two devastating earthquakes with magnitudes larger than 7,5 occurred in Türkiye, within the nine hours of each other. Damage was observed on inter-provincial roads, railroads a...
2023 年 2 月 6 日,图尔基耶在 9 个小时内相继发生了两次震级超过 7.5 级的破坏性地震。省际公路、铁路和公路沿线都受到了破坏。
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引用次数: 0
Post-Earthquake Damage Assessment: Field Observations and Recent Developments with Recommendations from the Kahramanmaraş Earthquakes in Türkiye on February 6th, 2023 (Pazarcık M7.8 and Elbistan M7.6) 震后损害评估:2023 年 2 月 6 日土耳其 Kahramanmaraş 地震(Pazarcık M7.8 级和 Elbistan M7.6 级)的实地观察和最新进展及建议
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-26 DOI: 10.1080/13632469.2024.2353864
Julide Yuzbasi
This study investigates the effects of the February 6, 2023, earthquakes in Türkiye, measuring 7.8 and 7.6 magnitudes (Mercalli intensities XI and X). It comprehensively assesses their impact, alon...
本研究调查了 2023 年 2 月 6 日发生在土耳其的 7.8 级和 7.6 级地震(麦卡利强度 XI 级和 X 级)的影响。它全面评估了这些地震的影响,以及对当地居民的影响。
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引用次数: 0
Hysteretic Performance Analysis of Prefabricated Steel-Concrete Composite Edge Joints Considering Floor Composite Effects 考虑楼板复合效应的预制钢-混凝土复合边缘接缝的滞回性能分析
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-25 DOI: 10.1080/13632469.2024.2370858
Diancheng Lu, Yuqing Shang, Chenglong Wu, Xiujun Wang, Yunchang Huang
This study conducts quasi-static tests and finite element (FE) analysis by using ABAQUS software to examine the effects of floor combination effect (FCE) on the seismic behavior of a novel type of ...
本研究通过使用 ABAQUS 软件进行准静力试验和有限元分析,考察了楼板组合效应(FCE)对一种新型建筑的抗震性能的影响。
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引用次数: 0
Efficient Analysis of Unlined Elliptic Tunnels: An Approximate Method for Dynamic Response to Incident Plane SH Waves 无衬砌椭圆隧道的高效分析:入射平面 SH 波动态响应近似法
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-25 DOI: 10.1080/13632469.2024.2371525
Baitao Sun, Jing Guo, Yufeng Zhang, Fuqing Chu
Dynamic analysis of underground structures, such as tunnels, is crucial to ensure their safety and stability during seismic loading. This paper proposes a more general method of large elliptic arc ...
隧道等地下结构的动态分析对于确保其在地震荷载作用下的安全性和稳定性至关重要。本文提出了一种更为通用的大椭圆弧形分析方法。
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引用次数: 0
Risk-Targeted Seismic Design Maps with Aleatory and Epistemic Uncertainty in Tehran and Surrounding Areas 德黑兰及周边地区具有不确定性和认识不确定性的风险定向地震设计图
IF 2.6 3区 工程技术 Q2 Engineering Pub Date : 2024-06-24 DOI: 10.1080/13632469.2024.2368179
Alireza Zarrineghbal, Hamid Zafarani, Mohammad Rahimian, Seyed Mostafa Jalalalhosseini, Mohammad Khanmohammadi
This study aims to introduce a risk-targeted probabilistic model that facilitates seismic design hazard mapping. Here, we investigate how to incorporate hazard regional variations and different str...
本研究旨在引入一种以风险为目标的概率模型,以帮助绘制地震设计危害图。在此,我们研究了如何将灾害的区域变化和不同的地震带纳入模型中。
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引用次数: 0
A Seismic Site Factor Adjustment Framework for Sloping Grounds and Its Application to Charleston, South Carolina 坡地地震场地系数调整框架及其在南卡罗来纳州查尔斯顿的应用
IF 2.6 3区 工程技术 Q2 Engineering Pub Date : 2024-06-24 DOI: 10.1080/13632469.2024.2359436
Vishnu Saketh Jella, Nadarajah Ravichandran
Ground motions and seismic site factors for the design and analysis of infrastructure systems are typically computed based on one-dimensional (1-D) site response analysis, assuming the ground surfa...
用于设计和分析基础设施系统的地面运动和地震场地系数通常是根据一维(1-D)场地响应分析计算得出的,假定地表...
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引用次数: 0
Deep Neural Network for Distinguishing Microseismic Signals and Blasting Vibration Signals Based on Deep Learning of Spectrum Features 基于频谱特征深度学习的区分微震信号和爆破振动信号的深度神经网络
IF 2.6 3区 工程技术 Q2 Engineering Pub Date : 2024-06-10 DOI: 10.1080/13632469.2024.2364698
Shuai Liu, Ruisheng Jia, Xiao-Bo Hao, Peng Liu, Yan-Hui Deng, Hong-mei Sun
{"title":"Deep Neural Network for Distinguishing Microseismic Signals and Blasting Vibration Signals Based on Deep Learning of Spectrum Features","authors":"Shuai Liu, Ruisheng Jia, Xiao-Bo Hao, Peng Liu, Yan-Hui Deng, Hong-mei Sun","doi":"10.1080/13632469.2024.2364698","DOIUrl":"https://doi.org/10.1080/13632469.2024.2364698","url":null,"abstract":"","PeriodicalId":15643,"journal":{"name":"Journal of Earthquake Engineering","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-06-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141362596","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Experimental Study on Seismic Performance of CRTS II Slab-Type Ballastless Track Lateral Block of HSRs 高铁 CRTS II 板式无砟轨道侧块抗震性能实验研究
IF 2.6 3区 工程技术 Q2 Engineering Pub Date : 2024-06-10 DOI: 10.1080/13632469.2024.2360675
Yulin Feng, Jinping Li, Binbin He, Wangbao Zhou, Lizhong Jiang, Bitao Wu
The seismic performance of the CRTS II slab ballastless track lateral block (TLB) for high-speed railways (HSRs) is revealed for the first time. Nine test models of the main beam-TLB are constructe...
首次揭示了用于高速铁路(HSR)的 CRTS II 板式无砟轨道侧块(TLB)的抗震性能。研究人员建造了九个主梁-TLB 的试验模型,这些模型的抗震性能达到了国际先进水平。
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引用次数: 0
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Journal of Earthquake Engineering
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