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Journal of Earthquake Engineering最新文献

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Seismic Performance Analysis of Ancient Palace-Style Timber Structure Considering Column Rocking Effect 考虑立柱摇晃效应的古代宫殿式木结构抗震性能分析
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-19 DOI: 10.1080/13632469.2024.2330590
Lanhao Cui, Xicheng Zhang, Weibing Hu, Zhaobo Meng, Jiakun Chen, Zhihao Qiu
The seismic response of palace-style timber structures is closely related to the rocking characteristics of column. To accurately describe the dynamic characteristics of timber structures, a nonlin...
宫殿式木结构的地震响应与柱子的摇晃特性密切相关。为了准确描述木结构的动力特性,需要一种非线性方法来计算木结构的地震响应。
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引用次数: 0
Nonlinear Viscous Damping-Based Negative Stiffness Isolation System with for Over-Track Complex Structures 基于非线性粘滞阻尼的负刚度隔离系统,适用于过轨复杂结构
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-18 DOI: 10.1080/13632469.2024.2328643
Xiuyan Hu, Zhipeng Zhao, Eduardo Barredo, Kaoshan Dai, Yuanchen Tang, Na Hong
The over-track complex structures are driven by transit-oriented urban development, leading to the necessity for advanced seismic performance upgrades. An innovative solution is presented in this s...
以交通为导向的城市发展推动了轨道上方复杂结构的发展,导致必须进行先进的抗震性能升级。本研究提出了一种创新的解决方案。
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引用次数: 0
Experimental Study and Comparative Analysis of Shake Table Tests on Metro Stations with or without Columns in Soil-Rock Combination Strata 土岩组合地层中有柱或无柱地铁站振动台试验的实验研究与对比分析
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-18 DOI: 10.1080/13632469.2024.2326548
Jiyao Chen, Guangbiao Shao, Jinhua Shang, Jianyong Han
As a new type of station structure, the seismic research of long-span column-free metro station is relatively weak compared with the traditional column station, and the seismic characteristics and ...
作为一种新型车站结构,大跨度无柱式地铁车站的抗震研究相对于传统有柱式车站而言较为薄弱,其抗震特性和抗震性能也有待进一步研究。
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引用次数: 0
Repairability and Damage Assessment of Controlled Rocking Masonry Walls with Energy Dissipation Accessible in a Steel Base 可控摇晃砌体墙的可修复性和损坏评估(可在钢质基座中进行能量消耗
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-18 DOI: 10.1080/13632469.2024.2323970
Matthew East, Mohamed Ezzeldin, Lydell Wiebe
In recent years various studies have explored the seismic behavior of controlled rocking masonry walls (CRMWs) that utilize both gravity loading for self-centering and additional energy dissipation...
近年来,各种研究都在探索可控摇晃砌体墙(CRMW)的抗震行为,这些墙体既利用重力荷载进行自定心,又利用额外的能量消耗......
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引用次数: 0
Performance Assessment of Retrofitted Drilled Connections Subjected to Ultra-Low Cycle Fatigue Loading 承受超低循环疲劳载荷的改装钻孔连接性能评估
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-07 DOI: 10.1080/13632469.2024.2325009
Mohammad Hossein Razmkhah, Mohsen Gerami, Mohsen Ghaderi
In this research, ultra-low cycle fatigue in retrofitted connections with R-RBS1 and R-RBS2 drilling patterns has been investigated using experimental and numerical methods. The connection was retr...
本研究采用实验和数值方法对采用 R-RBS1 和 R-RBS2 钻孔模式的改装连接件的超低循环疲劳进行了研究。该连接被重新...
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引用次数: 0
Pseudo-Velocity Response Spectrum to Velocity Response Spectrum Conversion Model 伪速度响应谱到速度响应谱转换模型
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-07 DOI: 10.1080/13632469.2024.2323986
Zheng Liu, Yan-Gang Zhao, Haizhong Zhang
Velocity response spectrum (SV) plays a critical role in the seismic design of structures equipped with velocity-dependent dampers. Often, the SV is approximated using the pseudo-velocity response ...
速度反应谱(SV)在配备速度相关阻尼器的结构抗震设计中起着至关重要的作用。通常情况下,SV 近似于伪速度反应谱。
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引用次数: 0
Local Site Effect of Fault Site and Its Impact on Seismic Response of Fault-Crossing Tunnel 断层部位的局部场地效应及其对断层穿越隧道地震响应的影响
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-05 DOI: 10.1080/13632469.2024.2325025
Ruohan Li, Yong Yuan, Xu Zhao, Emilio Bilotta, Jingqi Huang
The areas where tunnels crossing faults are especially susceptible to seismic damage. Local site effects associated with fault site notably contribute to the unfavourable impact on the seismic beha...
隧道穿越断层的地区特别容易受到地震破坏。与断层部位相关的局部场地效应尤其会对隧道的抗震性能产生不利影响。
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引用次数: 0
On the Vlasov-Leont′ev Foundation Model for Axial Dynamic Stiffness of a Pile Embedded in a Viscoelastic Soil 关于粘性土中嵌入桩的轴向动态刚度的 Vlasov-Leont′ev 地基模型
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-05 DOI: 10.1080/13632469.2024.2325007
Bipin K. Gupta
In this manuscript, the Vlasov-Leont′ev foundation model is employed to develop a formulation for an axially loaded pile in a homogeneous linear viscoelastic soil. In the formulation, the soil disp...
本手稿采用 Vlasov-Leont′ev 地基模型,为均质线性粘弹性土中的轴向加载桩制定了一个公式。在该公式中,土体的分布...
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引用次数: 0
Elasto-Plastic Seismic Shear Distributions of Frame-Wall Structures 框架墙结构的弹塑性地震剪力分布
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-23 DOI: 10.1080/13632469.2024.2320683
Luqi Xie, Jing Wu, Yunqing Zhu, Zhiting Huang
In this study, theoretical and numerical methods were used to research seismic shear distributions of frame-shear wall structures under elasto-plastic conditions. The shear distributions of frame-s...
本研究采用理论和数值方法研究了弹塑性条件下框架剪力墙结构的地震剪力分布。框架-剪力墙结构的剪力分布与地震作用下的剪切力分布有密切关系。
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引用次数: 0
Utility of Stochastic Ground Motion Models in Conditional Spectrum-Based Selection Consistent with the Causal Earthquakes 随机地动模型在基于条件频谱的选择中的实用性与地震成因一致
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-23 DOI: 10.1080/13632469.2024.2317964
Naveen Senthil, Ting Lin
Conditional Spectrum (CS), characterized by a conditional mean and conditional standard deviation, serves as a target spectrum linking seismic hazard information to ground motion selection for seis...
条件频谱(CS)以条件平均值和条件标准偏差为特征,是将地震灾害信息与地震地面运动选择联系起来的目标频谱。
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引用次数: 0
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Journal of Earthquake Engineering
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