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Journal of Earthquake Engineering最新文献

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Assessment of Damages in Precast Industrial Buildings in the Aftermath of Pazarcık and Elbistan Earthquakes 帕扎克和埃尔比斯坦地震后预制工业建筑的损坏评估
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-05-06 DOI: 10.1080/13632469.2024.2336206
Sevket Murat Senel, Ali Haydar Kayhan, Mehmet Palanci, Ahmet Demir
Two major earthquakes with moment magnitudes of 7.7 and 7.6 struck the districts of Pazarcık and Elbistan, causing thousands of deaths and severe damage. A lot of buildings located in 11 different ...
帕扎克(Pazarcık)和埃尔比斯坦(Elbistan)地区发生了两次大地震,震级分别为 7.7 级和 7.6 级,造成数千人死亡和严重破坏。位于 11 个不同地区的许多建筑 ...
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引用次数: 0
New Behavioural Trends of Plan Asymmetric Limited Ductile Buildings Revealed by Incremental Dynamic Analysis 增量式动态分析揭示平面不对称有限延性建筑的新行为趋势
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-05-06 DOI: 10.1080/13632469.2024.2350547
Yao Hu, Elisa Lumantarna, Nelson Lam, Hing-Ho Tsang
The drift demand of plan-asymmetric buildings in low seismicity regions was studied by employing Incremental Dynamic Analysis to track the influence of torsion. A stepped increase in the (3D/2D) dr...
通过采用增量动态分析跟踪扭转的影响,研究了低地震区平面不对称建筑的漂移需求。(3D/2D)漂移的阶梯式增加可使建筑物的抗震性能提高。
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引用次数: 0
Comparison of Various Input Energy Spectra for the February 6th, 2023, Kahramanmaraş Earthquake Sequence 2023 年 2 月 6 日卡赫拉曼马拉什地震序列的各种输入能量谱比较
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-05-06 DOI: 10.1080/13632469.2024.2336202
Furkan Çalım, Ahmet Güllü, Ercan Yüksel
This study aims to evaluate the success of various seismic input energy spectra equations in capturing the energy content of the ground motion records of the Türkiye earthquakes since the accelerat...
本研究旨在评估各种地震输入能量谱方程在捕捉图尔基耶地震地面运动记录的能量含量方面的成功性,因为自加速度计发布以来,地震输入能量谱方程在捕捉图尔基耶地震地面运动记录的能量含量方面发挥了重要作用。
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引用次数: 0
Seismic Response of Utility Tunnel in Trapezoidal Backfilled Soil Under P Wave and Amplification Effect of Ground Motion 梯形回填土中的公用事业隧道在 P 波和地动放大效应下的地震响应
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-05-01 DOI: 10.1080/13632469.2024.2345172
Hai Zhang, Qian Zhang, Dai Wang, Zhongxian Liu, Lei Huang, Cong Zhang
For the seismic risk of utility tunnel in trapezoidal backfilled soil and its possible amplification effect of ground motion, the seismic response of utility tunnel in trapezoidal backfilled soil u...
针对梯形回填土中水电隧道的地震风险及其可能产生的地面运动放大效应,对梯形回填土中水电隧道的地震响应进行了研究。
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引用次数: 0
Exploring the Use of Orientation-Independent Inelastic Spectral Displacements in the Seismic Assessment of Bridges 探索在桥梁抗震评估中使用与方向无关的非弹性频谱位移
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-22 DOI: 10.1080/13632469.2024.2343067
Savvinos Aristeidou, G. J. O’Reilly
Seismic intensity measures (IMs) provide a link between the seismic hazard and the dynamic response of structures subjected to earthquake shaking. The spectral acceleration at the first and usually...
地震烈度测量(IMs)提供了地震危害与受地震震动影响的结构动态响应之间的联系。地震烈度测量(IMs)提供了地震危害与结构受地震作用时的动力响应之间的联系。
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引用次数: 0
Unconditionally Stable Central Difference Dissipative Algorithm for Multi-Directional Real-Time Hybrid Simulations of Large Nonlinear Structural Systems 大型非线性结构系统多向实时混合模拟的无条件稳定中心差分耗散算法
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-22 DOI: 10.1080/13632469.2024.2333822
Safwan Al-Subaihawi, James M. Ricles, Spencer E. Quiel, Thomas Marullo
The central difference is a popular algorithm used to integrate the equations of motion, yet suffers from two drawbacks: (1) it is only conditionally stable and requires a small-time step to mainta...
中心差分是一种常用的运动方程积分算法,但它有两个缺点:(1) 它只有条件稳定,需要一个小的时间步来保持稳定;(2) 它的计算结果不稳定。
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引用次数: 0
Machine Learning-Based Framework for Failure Forecast and Shear Strength Estimation of Non-Conforming RC Shear Walls 基于机器学习的不合格钢筋混凝土剪力墙失效预测和抗剪强度估算框架
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-19 DOI: 10.1080/13632469.2024.2335561
Mehmet Tan, Gulsen Taskinkaya, Zeynep Tuna Deger
Earthquake reconnaissance after the recent Kahramanmaras, Turkey, earthquake sequence in February 6, 2023 has shown that the majority of the reinforced concrete (RC) structural elements do not comp...
2023 年 2 月 6 日,土耳其卡赫拉曼马拉什(Kahramanmaras)地震发生后进行的地震勘察表明,大多数钢筋混凝土(RC)结构构件并不符合抗震标准。
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引用次数: 0
Static Stability Behavior-Based Seismic Damage Endurance Assessment of Long-Span Single-Layer Spherical Lattice Shells 基于静态稳定性行为的大跨度单层球形格构壳体地震破坏耐久性评估
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-17 DOI: 10.1080/13632469.2024.2342382
Tingting Liu, Yantai Zhang
This paper presents a modified evaluation approach for the structural-capacity-reserve (SCR) based on the static stability behavior of single-layer spherical lattice shells to achieve more accurate...
本文提出了一种基于单层球形晶格壳体静态稳定性行为的结构能力储备(SCR)修正评估方法,以实现更精确的结构能力储备评估。
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引用次数: 0
A Computationally Efficient Algorithm for Constructing Effective Vector-Valued Seismic Intensity Measures for Engineering Structures 构建工程结构有效矢量值地震烈度测量的计算效率算法
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-17 DOI: 10.1080/13632469.2024.2339390
Xiaoyue Wang, Zhe Qu
Seismic intensity measures (IMs) quantify the severity of ground motions and their impacts on structures. They play a vital role in many aspects of earthquake engineering. This paper proposes a nov...
地震烈度测量(IMs)可量化地面运动的严重程度及其对结构的影响。它们在地震工程的许多方面都发挥着重要作用。本文提出了一种新的地震烈度测量方法。
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引用次数: 0
Dynamic Soil Pressure Acting on Building Basement According to Embedment Depth 根据嵌入深度作用于建筑物地下室的动态土压力
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-11 DOI: 10.1080/13632469.2024.2337849
Jin-Young Park, Hong-Gun Park, Dong-Kwan Kim
In the present study, centrifuge tests for small-scale specimens were performed to investigate the dynamic soil pressure of the basement of buildings subjected to seismic ground motions. To investi...
在本研究中,对小型试样进行了离心试验,以研究建筑物地下室在地震地面运动下的动土压力。为了研究建筑物地下室的动土压力,我们采用了离心机试验。
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引用次数: 0
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Journal of Earthquake Engineering
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