《Earthquake Engineering and Engineering Vibration》

作品数：1421被引量：3355H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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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 
Rapid post-earthquake safety assessment of low-rise reinforced concrete structures
《Earthquake Engineering and Engineering Vibration》2025年第1期101-112,共12页Koji Tsuchimoto Yasutaka Narazaki Billie F.Spencer,Jr. 
supported by a fellowship from Design Department of Taisei Corporation。
Many countries throughout the world have experienced large earthquakes,which cause building damage or collapse.After such earthquakes,structures must be inspected rapidly to judge whether they are safe to reoccupy.To ...
关键词：rapid post-earthquake safety assessment ACCELERATION interstory drift angle damage sensitive feature convolutional neural network RC structure simplified non-linear analysis model Takeda degradation model 
Effects of bidirectional interaction on inelastic seismic response:When is its effect significant?
《Earthquake Engineering and Engineering Vibration》2025年第1期113-134,共22页Atanu Santra Rana Roy 
Motivated by the early works on bidirectional interaction and the breakthrough to estimate seismic response to bidirectional shaking via unidirectional analysis,it is essential to answer the question:When is the inter...
关键词：BIDIRECTIONAL RESIDUAL forward-directive fling force-based displacement-based regression 
Bi-directional interaction of joint shear strength in non-seismically designed corner RC beam-column connections under seismic loading
《Earthquake Engineering and Engineering Vibration》2025年第1期135-153,共19页Mohammad Amir Najafgholipour Negin Ahmadi rad Akanshu Sharma 
Non-seismically designed(NSD)beam-column joints are susceptible to joint shear failure under seismic loads.Although significant research is available on the seismic behavior of such joints of planar frames,the informa...
关键词：beam-column joints joint shear failure bidirectional loading interaction curve finite element study 
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