EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
ISSN:0098-8847

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS

EARTHQ ENG STRUCT D
学科领域:工程技术
是否预警:不在预警名单内
是否OA:
录用周期:约6.0个月
新锐分区:工程技术2区
年发文量:214
影响因子:5
JCR分区:Q1

基本信息

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。
0098-8847SCIE/Scopus收录
5
4.7
2026年3月发布
点击查看历史分区趋势    >
大类学科小类学科Top期刊综述期刊
工程技术2区
ENGINEERING, CIVIL 工程:土木
2区
ENGINEERING, GEOLOGICAL 工程:地质
3区
N/A
WOS期刊SCI分区  2024-2025最新升级版
按JIF指标学科分区收集子录JIF分区JIF排名百分位
学科:ENGINEERING, CIVIL
SCIE
Q1
28/184
学科:ENGINEERING, GEOLOGICAL
SCIE
Q1
13/65
按JCR指标学科分区收集子录JCR分区JCR排名百分位
学科:ENGINEERING, CIVIL
SCIE
Q1
24/185
学科:ENGINEERING, GEOLOGICAL
SCIE
Q1
14/65
103
214
11%较易约6.0个月-工程技术-工程:地质
12%
时间预警情况
2026年03月发布的新锐学术版不在预警名单中
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
100.00%27.41%1.95%
CiteScore:8.70
SJR:1.730
SNIP:1.973
学科类别分区排名百分位
大类:Engineering
小类:Civil and Structural Engineering
Q1
47 / 407

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

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