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Journal of Earthquake Engineering最新文献

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Development of Fragility Curves and Assessment of Mass Irregular Structures with Fixed Base and Base Isolated Under Multiple Earthquakes 多地震作用下固定基座和隔离基座大质量不规则结构的脆性曲线开发与评估
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-09 DOI: 10.1080/13632469.2024.2387042
Pavan Kumar Thippa, R. K. Tripathi, Govardhan Bhat
Structures are usually built to withstand the mainshock, aftershocks offer extra difficulties. Aftershocks frequently occur following an earthquake result in multiple earthquakes, therefore they ar...
建筑物通常是为抵御主震而建造的,余震会带来额外的困难。余震经常发生在地震之后,会导致多次地震,因此余震对建筑物的影响非常大。
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引用次数: 0
Regional Seismic Damage Prediction of Buildings Based on Bayesian Network and Community Information Database: A Case Study in Shanghai 基于贝叶斯网络和社区信息数据库的区域建筑物地震破坏预测:上海案例研究
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-09 DOI: 10.1080/13632469.2024.2387036
Yunyun Jin, Chaolie Ning, Jie Li
The development of the Community Information Database (CID) provides an opportunity to enhance the accuracy of predicting regional seismic damage. The CID includes fundamental attributes of buildin...
社区信息数据库(CID)的开发为提高区域地震破坏预测的准确性提供了机会。社区信息数据库包括建筑物的基本属性、建筑材料的基本属性、建筑结构的基本属性、建筑结构的基本属性、建筑结构的基本属性和建筑结构的基本属性。
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引用次数: 0
Time-Domain Analysis for Rayleigh Wave Scattering by Complex Terrain of Alpine Valley 高山峡谷复杂地形对瑞利波散射的时域分析
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-08 DOI: 10.1080/13632469.2024.2387031
Yuwang Liang, Fengxi Zhou, Xiaolin Cao, Yong Wang, Rui Luo
In this paper, a time-domain solution for Rayleigh wave scattering from a complex site of Alpine Valley is presented based on the scaled boundary finite element method (SBFEM). Both the near-field ...
本文基于比例边界有限元法(SBFEM),提出了阿尔卑斯山谷复杂场地瑞利波散射的时域解法。近场散射和远场散射都是由...
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引用次数: 0
Spurious Response Due to Linear Interpolation of Input Load and Some Remedies 输入负载线性插值引起的杂散响应及一些补救措施
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-05 DOI: 10.1080/13632469.2024.2372814
Theodore L. Chang, Chin-Long Lee
This study focuses on the analytical identification and quantification of one type of spurious responses in the context of response history analysis. The spurious response is caused by linear inter...
本研究的重点是分析识别和量化响应历程分析中的一种虚假响应。这种虚假响应是由线性间...
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引用次数: 0
Nonlinear Seismic Analysis of Concrete Dams Using ABAQUS-Based Scaled Boundary Finite Element Method 使用基于 ABAQUS 的比例边界有限元法对混凝土大坝进行非线性地震分析
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-29 DOI: 10.1080/13632469.2024.2383778
Yunlong Liu, Denghong Chen, Ziyue Pan, Haowen Hu, Yunhui Liu
The scaled boundary finite element method (SBFEM) is implemented in ABAQUS through the user subroutine interface. The accuracy of the proposed method and computer program are verified by using two ...
缩放边界有限元法(SBFEM)是通过用户子程序界面在 ABAQUS 中实现的。通过使用两套计算机程序,验证了所提出的方法和计算机程序的准确性。
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引用次数: 0
Seismic Performance of Precast Concrete Exterior Beam-Column Joint with Disc Spring Devices 带碟形弹簧装置的预制混凝土室外梁柱连接的抗震性能
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-29 DOI: 10.1080/13632469.2024.2383283
Zhimeng Wang, Guohua Xing, Jiao Huang, Zhaoqun Chang, Da Luo
To improve the seismic performance of precast concrete reinforced frame structures which are widely used worldwide, and enable a certain repairable function for the precast structure after an earth...
为了提高在世界范围内广泛应用的预制混凝土钢筋框架结构的抗震性能,并使预制结构在地震后具有一定的修复功能,我们需要对预制混凝土钢筋框架结构的抗震性能进行改进。
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引用次数: 0
Study on Seismic Behavior and Component Vulnerability of Corroded RC Shear Walls Subjected to Flexural Shear Failure 受挠曲剪力破坏的腐蚀钢筋混凝土剪力墙的抗震行为和构件脆弱性研究
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-29 DOI: 10.1080/13632469.2024.2365882
Yue Zheng, Xi Kang, Hongyu Chen, Yuanjun Jin, Lu Yang
The impact of corrosion degree, axial compression ratio, reinforcement ratio of longitudinal bar and horizontal distribution rebar, and stirrup of boundary column on seismic performance of RC shear...
锈蚀程度、轴压比、纵向钢筋和水平分布钢筋配筋率、界桩箍筋对钢筋混凝土剪力墙抗震性能的影响...
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引用次数: 0
Seismic Scenario Losses Estimation Based on the Vulnerability of Pre-Code Masonry Buildings in the Metropolitan Area of Lisbon 基于里斯本大都会区预制砖石结构建筑脆弱性的地震情景损失估计
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-17 DOI: 10.1080/13632469.2024.2379396
V. Bernardo, A. Campos Costa, P. Candeias, A. R. Carvalho, A. Costa
The metropolitan area of Lisbon is the region of Portugal with the highest seismic risk, given the coexistence of moderate-to-high hazard with high population density and building stock exposure. T...
里斯本大都会区是葡萄牙地震风险最高的地区,因为这里同时存在中度至高度危险、高人口密度和高建筑暴露率。T...
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引用次数: 0
Defining Design Parameters for Controlled Rocking Braced Frames to Control Seismic Losses 确定可控摇摆支撑框架的设计参数以控制地震损失
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-10 DOI: 10.1080/13632469.2024.2368172
MirAmir Banihashemi, Lydell Wiebe
Controlled rocking braced frames (CRBFs) are a self-centering lateral force-resisting system aimed at reducing structural damage potential. Previous research has shown that relatively low design fo...
可控摇摆支撑框架(CRBF)是一种自定心抗侧力系统,旨在降低结构损坏的可能性。以往的研究表明,相对较低的设计力矩可以减少结构的损坏。
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引用次数: 0
Propagation of Modelling Uncertainties for Seismic Risk Assessment: The Effect of Sampling Techniques on Low-Rise Non-Ductile RC Frames 地震风险评估建模不确定性的传播:取样技术对低层无导管 RC 框架的影响
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-02 DOI: 10.1080/13632469.2024.2368159
Andrea Miano, Hossein Ebrahimian, Fatemeh Jalayer, Dimitrios Vamvatsikos, Andrea Prota
Quantifying the impact of modelling uncertainty on seismic performance assessment of existing buildings is non-trivial when considering the partial information available on material properties, con...
如果考虑到材料特性、结构和构造等方面的部分信息,量化建模不确定性对现有建筑物抗震性能评估的影响并非易事。
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引用次数: 0
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Journal of Earthquake Engineering
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