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EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS

EARTHQ ENG STRUCT D
影响因子：5
是否综述期刊：否
是否预警：不在预警名单内
是否OA：否
出版国家/地区：ENGLAND
出版社：John Wiley and Sons Ltd
发刊时间：0
发刊频率：Monthly
收录数据库：SCIE/Scopus收录
ISSN：0098-8847

期刊介绍

Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following:ground motions for analysis and designgeotechnical earthquake engineeringprobabilistic and deterministic methods of dynamic analysisexperimental behaviour of structuresseismic protective systemssystem identificationrisk assessmentseismic code requirementsmethods for earthquake-resistant design and retrofit of structures.
地震工程和结构动力学提供了一个论坛，发表论文的几个方面的工程有关地震。这一领域的问题及其解决办法具有国际性质，需要若干传统学科的知识;《日刊》将反映这一点。可能相关但不强调地震工程和相关结构动力学的论文不适合本杂志。相关主题包括：分析和设计的地面运动岩土地震工程动力分析的概率和确定性方法结构的实验行为抗震保护系统系统识别风险评估地震规范要求抗震设计和结构改造的方法。
年发文量 214
国人发稿量 63.3
国人发文占比 0.3%
自引率 -
平均录取率0
平均审稿周期 平均6.0个月
版面费 US$4400
偏重研究方向 工程技术-工程：地质
期刊官网 http://onlinelibrary.wiley.com/journal/10.1002/(ISSN)1096-9845
投稿链接 http://mc.manuscriptcentral.com/eqe

期刊高被引文献

Seismic protection of rocking structures with inerters
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3147
Shake‐table investigation of scoured RC pile‐group‐supported bridges in liquefiable and nonliquefiable soils
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3186
Seismic fragilities of single‐column highway bridges with rocking column‐footing
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3164
Finite locally resonant Metafoundations for the seismic protection of fuel storage tanks
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3134
Experimental investigation of seismic behaviour of the ancient Protiron monument model
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3149
Structure‐soil‐structure interaction of adjacent buildings subjected to seismic loading
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3162
Seismic isolation: Early history
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3124
Evaluation of bias on the probability of collapse from amplitude scaling using spectral‐shape‐matched records
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3172
The effect of amplitude scaling limits on conditional spectrum‐based ground motion selection
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3173
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3137
A novel structural detailing for the improvement of seismic and progressive collapse performances of RC frames
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3208
Comparative assessment of nonlinear static and dynamic methods for analysing building response under sequential earthquake and tsunami
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3167
Damage sequence and safety margin assessment of expansion joints by shake table testing
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3120
Direct estimation of seismic response in reduced-degree-of-freedom isolation and energy dissipation systems
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3169
Seismic responses of postyield hardening single–degree‐of‐freedom systems incorporating high‐strength elastic material
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3151
A design procedure for buildings equipped with energy dissipation devices using nonclassical damping and iso-performance curves
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3132
Ductility demands of tall buildings subjected to base rocking induced by Rayleigh waves
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3179
Capacity‐based inelastic displacement spectra for reinforced concrete bridge columns
来源期刊：Earthquake Engineering & Structural DynamicsDOI：10.1002/EQE.3212

质量指标占比

研究类文章占比 OA被引用占比 撤稿占比 出版后修正文章占比
100.00%31.31%-1.95%

相关指数

影响因子
影响因子
年发文量
自引率
Cite Score

预警情况

查看说明
时间 预警情况
2025年03月发布的2025版不在预警名单中
2024年02月发布的2024版不在预警名单中
2023年01月发布的2023版不在预警名单中
2021年12月发布的2021版不在预警名单中
2020年12月发布的2020版不在预警名单中
*来源：中科院《 国际期刊预警名单》

JCR分区

WOS分区等级：Q1区
版本 按学科 分区
WOS期刊SCI分区
WOS期刊SCI分区
WOS期刊SCI分区是指SCI官方（Web of Science）为每个学科内的期刊按照IF数值排 序，将期刊按照四等分的方法划分的Q1-Q4等级，Q1代表质量最高，即常说的1区期刊。
（2024-2025年最新版）
ENGINEERING, CIVIL
Q1

中科院分区

查看说明
版本 大类学科 小类学科 Top期刊 综述期刊
2025年3月最新升级版
工程技术2区
ENGINEERING, CIVIL 工程：土木
2区
ENGINEERING, GEOLOGICAL 工程：地质
2区
否
否
2023年12月升级版
工程技术2区
ENGINEERING, CIVIL 工程：土木
2区
ENGINEERING, GEOLOGICAL 工程：地质
2区
否
否
2022年12月旧的升级版
工程技术2区
ENGINEERING, CIVIL 工程：土木
2区
ENGINEERING, GEOLOGICAL 工程：地质
3区
否
否