中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
机构
地质与地球物理研究... [26]
武汉岩土力学研究所 [21]
成都山地灾害与环境... [14]
地理科学与资源研究所 [7]
合肥物质科学研究院 [5]
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OAI收割 [89]
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期刊论文 [82]
SCI/SSCI论文 [3]
EI期刊论文 [2]
会议论文 [2]
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2024 [6]
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Seismic performance of revetment breakwater and nearby frame structure on reclaimed coral sand foundation in the SCS: Centrifuge shaking table test
期刊论文
OAI收割
APPLIED OCEAN RESEARCH, 2025, 卷号: 157, 页码: 17
作者:
He, Kunpeng
;
Ye, Jianhong
;
Ma, Linjian
;
Fang, Bin
  |  
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2025/06/27
Centrifuge shaking table test
Reclaimed coral sand foundation
Revetment breakwater
Seismic response analysis
South China sea
Coral reef
Dynamic analysis of a large-scale fast reactor core under seismic condition
期刊论文
OAI收割
NUCLEAR ENGINEERING AND DESIGN, 2025, 卷号: 432, 页码: 14
作者:
Liu BS(刘宝收)
;
Peng Q(彭庆)
;
Liu XM(刘小明)
  |  
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2025/02/17
Reactor core
Nonlinear contact
Modal superposition method
Seismic analysis
Seismic response comparison of various geogrid reinforced earth-retaining walls: based on shaking table and 3D FE analysis
期刊论文
OAI收割
SCIENTIFIC REPORTS, 2024, 卷号: 14, 期号: 1, 页码: 23
作者:
Akbar, Muhammad
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2024/12/04
Seismic analysis
Reduce-scale experiments
Conventional gravity-type retaining walls
Finite element modeling
Hollow prefabricated concrete structures
TBM Advanced Geological Prediction via Ellipsoidal Positioning Velocity Analysis
期刊论文
OAI收割
BUILDINGS, 2024, 卷号: 14, 期号: 10, 页码: 3126
作者:
Gao, Zhen
;
Rong, Xin
;
Wang, Wei
;
Huang, Bin
;
Liu, Junqiang
  |  
收藏
  |  
浏览/下载:10/0
  |  
提交时间:2024/12/20
seismic exploration
advanced geological forecasting
velocity analysis
TBM construction tunnel
Nonlinear model for assessing seismic resilience in nuclear fuel assemblies
期刊论文
OAI收割
NUCLEAR ENGINEERING AND DESIGN, 2024, 卷号: 424, 页码: 14
作者:
Jin, Yuran
;
Tan, Ximing
;
Peng, Qing
;
Wang, Jun
;
Song, Jingru
  |  
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2024/06/27
Fuel assembly
Nonlinear mechanical model
Seismic analysis
Friction and collision
An Improved Method for Estimating Earthquake-Induced Permanent Displacement of Bedding Rock Slopes
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2024, 页码: 28
作者:
Liu, Yaqun
;
Shen, Hui
;
Li, Haibo
;
Liu, Bo
;
Zhang, Wei
  |  
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2025/06/27
Bedding rock slope
Plane failure
Permanent displacement
Newmark analysis
Seismic stability
Implementation of Viscoelastic Artificial Boundary and Seismic Motion Input Method in Three-Dimensional Discontinuous Deformation Analysis Method
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2024, 页码: 21
作者:
Lin, Si-huang
;
Deng, Tao
;
Zheng, Lu
;
Zhang, Hong
;
Wu, Wei
  |  
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2025/06/27
Three-dimensional discontinuous deformation analysis method
Artificial boundary
Viscoelastic boundary
Seismic motion input methods
Influence of Various Earth-Retaining Walls on the Dynamic Response Comparison Based on 3D Modeling
期刊论文
OAI收割
CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2024, 卷号: 139, 期号: 3, 页码: 2835-2863
作者:
Akbar, Muhammad
;
Pan, Huali
;
Huang, Jiangcheng
;
Ahmed, Bilal
;
Ou, Guoqiang
  |  
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2024/05/15
Seismic analysis
finite element modeling
earth -retaining ER walls
dynamic response
structural resilience
Seismic Signal Analysis Based on Adaptive Variational Mode Decomposition for High-speed Rail Seismic Waves
期刊论文
OAI收割
APPLIED GEOPHYSICS, 2023, 页码: 14
作者:
Lei, Yang
;
Liu, Lu
;
Bai, Wen-lei
;
Feng, Hai-xin
;
Wang, Zhi-yang
  |  
收藏
  |  
浏览/下载:23/0
  |  
提交时间:2024/01/09
High-speed rail seismic signal
Variational mode decomposition (VMD)
Optimization algorithm
Time-frequency analysis
Seismic Response Compression of Various MSE Walls Based on 3D Modeling
期刊论文
OAI收割
BUILDINGS, 2023, 卷号: 13, 期号: 11, 页码: 22
作者:
Akbar, Muhammad
;
Pan, Huali
;
Ou, Guoqiang
;
Nikitas, Georgios
;
Ahmad, Bilal
  |  
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2024/03/04
seismic analysis
structural resilience
mechanically stabilized earth (MSE)
hollow precast concrete walls
nonlinear dynamic
finite element modeling (FEM)