《Earthquake Engineering and Engineering Vibration》

作品数：1421被引量：3329H指数：20
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《Earthquake Engineering and Engineering Vibration》
主办单位：中国地震局工程力学研究所
最新期次：2025年1期更多>>
发文主题：EARTHQUAKESEISMICVIBRATIONAUTHORSINSTRUCTIONS更多>>
发文领域：建筑科学天文地球交通运输工程理学更多>>
发文基金：国家自然科学基金国家重点基础研究发展计划中国博士后科学基金国家教育部博士点基金更多>>
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Seismic isolation design and resilience improvement of railway station considering the influence of near-fault pulse-like ground motions
《Earthquake Engineering and Engineering Vibration》2025年第1期257-270,共14页Pan Yi Song Jiayu Chen Qi Liu Yongxin 
National Natural Science Foundation of China under Grant No.52278534;Sichuan Provincial Natural Science Foundation of China under Grant No.2022NSFSC0423。
To improve the resilience of railway stations,a typical station was selected as the research object,and an isolation design was introduced.Twenty-four groups of near-fault pulse-like ground motions were selected.The s...
关键词：railway station near-fault pulse-like ground motion isolation design seismic resilience resilience improvement 
Analysis of vibration response characteristics of subway station and superstructure with hard combination
《Earthquake Engineering and Engineering Vibration》2025年第1期271-281,共11页Jia Jinglong Xu Weiping Liu Xu Wei Yong 
National Natural Science Foundation of China under Grant No.51578463。
The vibration response and noise caused by subway trains can affect the safety and comfort of superstructures.To study the dynamic response characteristics of subway stations and superstructures under train loads with...
关键词：subway station SUPERSTRUCTURE vibration response hard combination 
Instructions for authors
《Earthquake Engineering and Engineering Vibration》2025年第1期I0001-I0001,共1页
Submission of Papers Earthquake Engineering and Engineering Vibration operates an online submission and peer review system that allows authors to submit articles online and track their progress via a web interface.Ple...
关键词：EARTHQUAKE VIBRATION TRACK 
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION Editorial Board
《Earthquake Engineering and Engineering Vibration》2025年第1期F0002-F0002,共1页
From earthquake resistance structure to earthquake resilience city–urban seismic resilience assessment
《Earthquake Engineering and Engineering Vibration》2025年第1期1-13,共13页Xie Lili Zhao Yonggang Wen Weiping Zhai Changhai 
supported by the National Key R&D Program of China(No.2023YFC3805100);the National Natural Science Foundation of China(Nos.52222811 and 52494963)。
Earthquakes pose significant perils to the built environment in urban areas.To avert the calamitous aftermath of earthquakes,it is imperative to construct seismic resilient cities.Due to the intricacy of the concept o...
关键词：urban seismic capacity urban seismic resilience assessment analytic hierarchy process functionality loss 
An efficient conversion model between acceleration and pseudo-acceleration response spectra considering effects of magnitude,distance,and site class
《Earthquake Engineering and Engineering Vibration》2025年第1期15-30,共16页Liu Zheng Zhao Yan-Gang Zhang Haizhong 
National Natural Science Foundation of China under Grant No.52278135。
Both acceleration and pseudo-acceleration response spectra play important roles in structural seismic design.However,only one of them is generally provided in most seismic codes.Therefore,many studies have attempted t...
关键词：acceleration response spectrum pseudo-acceleration response spectrum MAGNITUDE DISTANCE site class 
A weak formulation of heterogenous viscoacoustic wave propagation in infinite domain
《Earthquake Engineering and Engineering Vibration》2025年第1期31-51,共21页Xie Zhinan Zheng Yonglu Paul Cristini Alexis Bottero Shan Zhendong Lu Jianqi Zhang Xubin 
National Natural Science Foundation of China under Grant No.U2039209;the National Key R&D Program of China under Grant No.2022YFC3004303;the Heilongjiang Natural Science Foundation for Distinguished Young Scholars under Grant No.JQ2022E006;Heilongjiang Natural Science Foundation Joint Guidance Project under Grant No.LH2021E122。
The accurate simulation of wave propagation in real media requires properly taking the attenuation into account,which leads to wave dissipation together with its causal companion,wave dispersion.In this study,to obtai...
关键词：viscoacoustic wave standard linear solid complex bulk compliance heterogenous media perfectly matched layer Legendre spectral element method 
Influence of a non-free field subsurface seismic history on the liquefaction resistance of sandy soils
《Earthquake Engineering and Engineering Vibration》2025年第1期53-68,共16页Liu Liteng Wang Xiaolei Liu Run Liu Libo Cao Zhipeng Zhang Fan 
National Natural Science Foundation of China under Grant No.U21A20164;National Science Fund for Distinguished Young Scholars of China under Grant No.51825904。
Seismic-induced liquefaction of sandy soils can fail foundations in the vicinity of buildings.To investigate the effect of a non-free field subsurface seismic history on the ability of saturated sandy soils to resist ...
关键词：non-free site seismic history liquefaction resistance excess pore pressure shaking table test 
Vibration safety assessment and parameter analysis of buried oil pipelines based on vibration isolation holes under strong surface impact
《Earthquake Engineering and Engineering Vibration》2025年第1期69-82,共14页Wang Guobo Mei Hua Wang Jianning He Wei Yin Yao Zhai Yuxin Zuo Pengfei 
National Natural Science Foundation of China under Grant Nos.52078386 and 52308496;SINOMACH Youth Science and Technology Fund under Grant No.QNJJ-PY-2022-02;Young Elite Scientists Sponsorship Program under Grant No.BYESS2023432;Fund of State Key Laboratory of Precision Blasting and Hubei Key Laboratory of Blasting Engineering,Jianghan University under Grant No.PBSKL2023A9;Fund of China Railway Construction Group Co.,Ltd.under Grant No.LX19-04b。
Strong surface impact will produce strong vibration,which will pose a threat to the safety of nearby buried pipelines and other important lifeline projects.Based on the verified numerical method,a comprehensive numeri...
关键词：vibration isolation hole buried oil pipeline strong surface impact vibration velocity vibration safety assessment 
Effects of spatial heterogeneity on pseudo-static stability of coal mine overburden dump slope,using random limit equilibrium and random finite element methods:A comparative study
《Earthquake Engineering and Engineering Vibration》2025年第1期83-99,共17页Madhumita Mohanty Rajib Sarkar Sarat Kumar Das 
the financial support provided by MHRD,Govt.of India;Coal India Limited for providing financial assistance for the research(Project No.CIL/R&D/01/73/2021);the partial financial support provided by the Ministry of Education,Government of India,under SPARC project(Project No.P1207)。
Sudden and unforeseen seismic failures of coal mine overburden(OB)dump slopes interrupt mining operations,cause loss of lives and delay the production of coal.Consideration of the spatial heterogeneity of OB dump mate...
关键词：coal mine overburden dump slope random limit equilibrium method random finite element method seismic slope stability spatial heterogeneity 
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