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Journal of Earthquake Engineering最新文献

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New Methodology for Assessing Seismic Ground Vulnerability Based on Microtremor and Taiwan Seismic Intensity Scale 基于微震和台湾地震烈度表的地震地面易损性评估新方法
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-10-21 DOI: 10.1080/13632469.2024.2415992
Po-Hsiang Liu, Jian-Hong Wu
The Taiwan Ground Deformation Index (TGDI) is proposed to quantify site vulnerability using a non-linear soil deformation model, PGA parameters from the Taiwan seismic intensity scale, and microtre...
台湾地表变形指数(TGDI)是利用非线性土壤变形模型、台湾地震烈度表中的PGA参数和微小地表变形来量化场地的脆弱性。
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引用次数: 0
Source Modeling of Deep Plate Boundary 2021 Miyagi Earthquake (Mw7.0) Employing Modified Semi-Empirical Technique with Site Effects: A Step Forward Towards Hazard Mitigation 采用具有场地效应的修正半经验技术的 2021 年宫城地震(Mw7.0)深板块边界震源模型:向减灾迈出的一步
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-10-14 DOI: 10.1080/13632469.2024.2415079
Sonia Devi, Pal Suraj Kumar, Sandeep, Kumar Parveen, Monika, Himanshu Mittal
The source modeling of 2021 Miyagi earthquake (Mw7.0) offers a significant tool to understand the initial evaluation of M9 earthquake cycle in this region. This article seeks to simulate the 2021 M...
2021 年宫城地震(Mw7.0)的震源模拟为了解该地区 M9 地震周期的初步评估提供了重要工具。本文试图模拟 2021 年宫城地震(Mw7.0)的震源。
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引用次数: 0
Seismic Stability Evaluation of Landfill Veneer Cover Systems Using Modified Pseudo-Dynamic Method 使用改良伪动力法评估垃圾填埋场单板覆盖系统的抗震稳定性
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-10-14 DOI: 10.1080/13632469.2024.2408611
Soujanya Dabbiru, B. Munwar Basha
This study evaluates the seismic stability of veneer cover systems, addressing the sliding failure (SF) and uplifted-floating failure (UF) caused by retained water. The modified pseudo-dynamic (MPD...
本研究评估了单板覆盖系统的抗震稳定性,解决了由滞留水引起的滑动破坏(SF)和上浮破坏(UF)问题。改良伪动力(MPD...
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引用次数: 0
Seismic Vibration Control of Multiple-Degrees-of-Freedom Steel Structures Through Optimal Impact Mass Dampers 通过优化冲击质量阻尼器控制多自由度钢结构的地震振动
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-10-09 DOI: 10.1080/13632469.2024.2411426
Roberto Andreotti, Oreste S. Bursi, Khalid M. Mosalam
A novel device based on the energy transfer concept, named impact mass damper (IMD), is presented for the mitigation of large structural vibrations due to horizontal seismic excitations. To achieve...
本文介绍了一种基于能量转移概念的新型装置,名为冲击质量阻尼器(IMD),用于减缓水平地震激励引起的巨大结构振动。为了实现这一目标,...
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引用次数: 0
Quantifying Seismic Damage in RC Walls with Image Analysis 利用图像分析量化钢筋混凝土墙体的地震损伤
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-10-03 DOI: 10.1080/13632469.2024.2410946
Qisen Chen, Bo Yu, Bing Li
This study presents an image-assisted method for seismic damage evaluation of RC walls, integrating image processing, feature ranking, and machine learning. The method utilizes features from surfac...
本研究介绍了一种图像辅助方法,该方法集图像处理、特征排序和机器学习于一体,用于对钢筋混凝土墙体进行震害评估。该方法利用图像表面的特征来评估墙体的地震损伤。
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引用次数: 0
Nonlinear Seismic Response of an Alluvial Basin Modelled by Spectral Element Method: Implementation of a Davidenkov Constitutive Model 用谱元法模拟冲积盆地的非线性地震响应:戴维坚科夫构造模型的实施
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-10-03 DOI: 10.1080/13632469.2024.2407097
Zhenning Ba, Jingxuan Zhao, Qiaozhi Sang, Jianwen Liang
A subroutine incorporating soil nonlinearity is presented using SPECFEM3D Cartesian, an open-access Spectral Element Method (SEM)-based code for full waveform simulation. Specifically, the adaptive...
SPECFEM3D Cartesian 是一种基于光谱要素法 (SEM) 的开放式全波形模拟代码,本文介绍了一种包含土壤非线性的子程序。具体来说,自适应...
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引用次数: 0
Experimental and Numerical Investigations on Enhancing Ductility of Reinforced Concrete Columns with Substandard Lap Splices Using Hollow Steel Section Collars 利用空心型钢套环增强不合格搭接钢筋混凝土柱延性的实验和数值研究
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-30 DOI: 10.1080/13632469.2024.2408595
Pochara Kruavit, Ali Ejaz, Anil C Wijeyewickrema, Anat Ruangrassamee
Hollow steel section (HSS) collars with significant flexural stiffness in addition to their axial stiffness are proposed to prevent brittle lap splice failures. Experimental program on five full-sc...
为防止脆性搭接失败,我们提出了除了轴向刚度外还具有显著挠曲刚度的空心型钢(HSS)套圈。实验计划对五种全尺寸的空心钢...
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引用次数: 0
A Framework for High-Fidelity and Efficient Collapse Fragility Estimation of Structures Using Cluster Analysis 利用聚类分析进行高保真、高效结构坍塌脆弱度估算的框架
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-24 DOI: 10.1080/13632469.2024.2406527
Bali Liu, Jinjun Hu, Yiheng Liu
A clustering-based framework that can select a smaller number of ground motions from the entire ground motion set for collapse fragility estimation of structures while preserving the accuracy is pr...
一种基于聚类的框架可以从整个地面运动集中选择较少数量的地面运动来估算结构的倒塌脆性,同时保持精度。
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引用次数: 0
Quantification of Site City Interaction Effects on Responses of Buildings and Basin Under Earthquake Loading 地震荷载下场地与城市相互作用对建筑物和盆地响应影响的定量分析
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-13 DOI: 10.1080/13632469.2024.2402431
Lav Joshi, J. P. Narayan
The paper presents quantification of site-city-interaction (SCI) effects on buildings and free-field motion under earthquake loading. The obtained reduction in the response of buildings in wide ban...
本文介绍了地震荷载下场地-城市相互作用(SCI)对建筑物和自由场运动影响的量化。所获得的宽禁震区内建筑物响应的减小情况,可以帮助我们了解地震对建筑物和自由场运动的影响。
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引用次数: 0
Analytical Model for the In-Plane Lateral Capacity of Unreinforced Masonry Walls Based on Effective Compression Zone Failure Mechanism 基于有效压缩区破坏机理的非加固砌体墙平面内侧向承载力分析模型
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-13 DOI: 10.1080/13632469.2024.2401074
Ngoc Hieu Dinh, Sang-Hyun Park, Seung-Hee Kim, Kyoung-Kyu Choi, Yail J. Kim
This study proposes a simplified theoretical model to predict the in-plane lateral capacity of unreinforced masonry (URM) walls, addressing limitations in current design guidelines based on semi-em...
本研究提出了一个简化的理论模型来预测无筋砌体(URM)墙体的平面侧向承载力,以解决目前基于半...
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引用次数: 0
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Journal of Earthquake Engineering
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