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Journal of Earthquake Engineering最新文献

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Uncertainty in Distinct Element Modeling of Freestanding Structures Considering Stiffness Parameters 考虑刚度参数的独立结构独立元素模型的不确定性
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-22 DOI: 10.1080/13632469.2024.2318630
M. Khalid Saifullah, Christine E. Wittich
Numerical studies on freestanding structures typically leverage the Distinct Element Method where the response is dictated by joints; however, the response carries significant uncertainty due to jo...
对独立结构的数值研究通常采用独立单元法,其响应由连接点决定;然而,由于连接点的存在,响应具有很大的不确定性。
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引用次数: 0
Combined Global Seismic Damage for 3D RC Buildings Using Recorded Floor-Displacement Data 利用记录的楼板位移数据计算三维 RC 建筑的综合全球地震破坏力
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-21 DOI: 10.1080/13632469.2024.2310067
Subhadip Naskar, Sandip Das, Hemant B. Kaushik
A novel method is proposed for predicting the combined global damage index through newly developed formulae utilizing recorded floor-displacement data, local and global capacity-based parameters fo...
通过新开发的公式,利用记录的楼板位移数据、基于局部和全局承载力的参数,提出了一种预测全局综合破坏指数的新方法。
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引用次数: 0
An Efficient Algorithm to Identify Strong Pulse-Like Ground Motions Based on the Smoothed Significant Velocity Half-Cycles 基于平滑显著速度半周期识别强脉冲样地动的高效算法
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-20 DOI: 10.1080/13632469.2024.2319102
Cuihua Li, Ke Meng, Yu Guo
This study proposes a new algorithm based on the smoothed Significant Velocity Half-Cycles for efficient and accurate identification of pulse-like velocity ground motions. The empirical-mode decomp...
本研究提出了一种基于平滑显著速度半周期的新算法,用于高效、准确地识别脉冲样速度地面运动。该算法采用经验模式分解,将脉冲类速度地动的半...
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引用次数: 0
A Comparative Dynamic Evaluation of Energy Dissipating Hysteretic and Conventional Brick Infilled Buildings Considering Bi-Axial Interaction 考虑到双轴相互作用的能量耗散滞回建筑和传统砖填充建筑的动态对比评估
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-16 DOI: 10.1080/13632469.2024.2316202
Nidhin S. Pachappoyil, Pankaj Agarwal
A dynamic numerical model is developed considering in-plane and out-of-plane behaviour and their interaction for the novel energy dissipating hysteretic infill and conventional brick infill system....
建立了一个动态数值模型,考虑了新型耗能滞回填充物和传统砖填充物系统的平面内和平面外行为及其相互作用....。
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引用次数: 0
Empirical Frequency Content Models for Offshore Ground Motions in the Japan Trench Area 日本海沟地区近海地动的经验频率含量模型
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-14 DOI: 10.1080/13632469.2024.2317340
Jinjun Hu, Xin Cui, Jingyang Tan
This paper presents empirical models for the frequency content parameters of offshore ground motions in the Japan Trench area based on the S-net dataset, comprising 6,436 recordings from 496 events...
本文基于 S-net 数据集(包括来自 496 个事件的 6436 个记录),提出了日本海沟地区近海地动频率含量参数的经验模型。
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引用次数: 0
Seismic Control of Adjacent Liquid Storage Tanks Based on Vibration Barrier Considering Structure-Soil-Structure Interaction 基于考虑结构-土壤-结构相互作用的振动屏障的相邻储液罐地震控制
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-14 DOI: 10.1080/13632469.2024.2318626
Wei Jing, Shihao Wang, Jian Shen, Shushuang Song
A new damping control method for the adjacent liquid storage tanks (LSTs) based on vibration barrier (ViBa) is proposed. Considering liquid-solid-soil coupling and structure-soil-structure interact...
本文提出了一种基于振动屏障(ViBa)的相邻液体储罐(LST)阻尼控制新方法。考虑到液-固-土耦合和结构-土-结构相互作用,ViBa 是一种新的阻尼控制方法。
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引用次数: 0
Plastic Hinge Length for Flanged Reinforced Concrete Shear Walls with Asymmetric Sections 不对称截面带凸缘钢筋混凝土剪力墙的塑料铰链长度
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-12 DOI: 10.1080/13632469.2024.2314699
Wen-Zhe Cai, Bin Wang, Qing-Xuan Shi, Meng-Zhen Wu
This research investigates the determination method, spreading mechanism and influencing factors of the plastic hinge length for asymmetrical flanged walls using the finite element method. The plas...
本研究采用有限元法研究了非对称凸缘墙塑性铰链长度的确定方法、扩展机制和影响因素。塑性铰链的...
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引用次数: 0
Energy Dissipation Efficiency of Geotechnical Seismic Isolation with Gravel-Rubber Mixtures: Insights from FE Non-Linear Numerical Analysis 使用碎石橡胶混合物进行岩土工程隔震的能量耗散效率:FE 非线性数值分析的启示
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-12 DOI: 10.1080/13632469.2024.2312915
Davide Forcellini, Gabriele Chiaro, Alessandro Palermo, Laura Banasiak, Hing-Ho Tsang
This paper provides new and useful insights into the performance and efficiency of geotechnical seismic isolation (GSI) systems with gravel-rubber mixtures containing 10%, 25% and 40% volumetric ru...
本文就含有 10%、25% 和 40% 体积分数的碎石橡胶混合物的岩土工程隔震(GSI)系统的性能和效率提出了新的有益见解。
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引用次数: 0
Appraising the Risk Assessment of Non-Structural Components via Simplified and Machine-Learning-Based Approaches 通过简化方法和基于机器学习的方法评估非结构性部件的风险评估
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-12 DOI: 10.1080/13632469.2024.2314169
Davit Shahnazaryan, Gerard J. O’Reilly
Uncertainties in building element modelling and ground motions are indispensable for rigorous seismic risk quantification. demand–intensity models simply relate building performance to intensity an...
建筑构件建模和地面运动的不确定性对于严格的地震风险量化是不可或缺的。
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引用次数: 0
Probabilistic Assessment of Global Damage Index for Steel Moment-Resisting Frames Based on Local Responses 基于局部响应的钢矩形支撑框架全局损伤指数概率评估
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-05 DOI: 10.1080/13632469.2024.2312938
Vahid Mohsenian, Reza Filizadeh, Stefano Mariani, Iman Hajirasouliha
A new scenario-based method is proposed to determine the performance range of structural systems. The advantage of this method is using inter-storey drift as a damage index, while exploiting local ...
提出了一种新的基于情景的方法来确定结构系统的性能范围。这种方法的优点是使用层间漂移作为破坏指数,同时利用局部的...
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引用次数: 0
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Journal of Earthquake Engineering
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