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科研机构
大连理工大学 [9]
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期刊论文 [8]
会议论文 [1]
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2019 [3]
2018 [2]
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专题:大连理工大学
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Comparative numerical analysis on dynamic effects of underground large scale frame structures under seismic waves
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 卷号: 83, 页码: 35-50
作者:
Qiu, Dapeng
;
Chen, Jianyun
;
Xu, Qiang
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/02
Underground large scale frame structure
3-D viscous-spring artificial boundary
Structural inertial forces
Dynamic vibration
Relative stiffness
Dynamic responses and damage forms analysis of underground large scale frame structures under oblique SV seismic waves
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 卷号: 117, 页码: 216-220
作者:
Qiu, Dapeng
;
Chen, Jianyun
;
Xu, Qiang
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2019/12/02
Underground large scale frame structure
Oblique SV wave
Dynamic responses
Damage forms
3-D numerical analysis on seismic responses of the underground large scale frame structure under near-fault ground motions
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 卷号: 91
作者:
Qiu, Dapeng
;
Chen, Jianyun
;
Xu, Qiang
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/02
Underground large scale frame structure
3-D viscous-spring boundary
Near-fault ground motion
Soil deformation
Structural vibration
Soil-structure interaction
Improved characterization of underground structure defects from two-stage Bayesian inversion using crosshole GPR data
期刊论文
AUTOMATION IN CONSTRUCTION, 2018, 卷号: 95, 页码: 233-244
作者:
Qin, Hui
;
Vrugt, Jasper A.
;
Xie, Xiongyao
;
Zhou, Yunxiang
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2019/12/02
Underground structure
Crosshole ground-penetrating radar (GPR)
Bayesian waveform inversion
Markov chain Monte Carlo (MCMC)
Discrete cosine transform (DCT)
Area of interest (AOI)
A flexible various-scale approach for soil-structure interaction and its application in seismic damage analysis of the underground structure of nuclear power plants
期刊论文
SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2018, 卷号: 61, 页码: 1092-1106
作者:
Qu YongQian
;
Zou DeGao
;
Kong XianJing
;
Xu Bin
;
Yu Xiang
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/02
3D interface element
soil-structure interaction
various-scale
underground structure
elasto-plastic analysis
seismic damage
Analysis of circular concrete-filled steel tube (CFT) support in high ground stress conditions
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 卷号: 43, 页码: 41-48
作者:
Chang, Xu
;
Luo, Xulin
;
Zhu, Changxing
;
Tang, Chunan
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/09
CFT support
Load-displacement responses
Contact characteristics
Underground structure
High ground stress
Dynamic responses of underground arch structures subjected to conventional blast loads: Curvature effects
期刊论文
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2013, 卷号: 13, 页码: 322-333
作者:
Chen, H. L.
;
Xia, Z. C.
;
Zhou, J. N.
;
Fan, H. L.
;
Jin, F. N.
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  |  
浏览/下载:5/0
  |  
提交时间:2019/12/11
Dynamic soil-structure interaction
Forced vibration
Underground arches
Conventional blast
Curvature effect
Influence of geometrical distribution of rock joints on deformational behavior of underground opening
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2006, 卷号: 21, 页码: 485-491
作者:
Jiang, YJ
;
Tanabashi, Y
;
Li, B
;
Xiao, J
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/27
box fractal dimension
discontinuity geometry
DEM
deformation
image processing
underground structure
Numerical analysis for non-linear dynamic responses of underground structure under air explosive loading
会议论文
International Autumn Seminar on Propellants, Explosives and Pyrotechnics, Beijing, PEOPLES R CHINA
作者:
Shangguan, ZC
;
Li, SJ
;
Luan, MT
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2020/01/02
non-linear dynamic responses
blast loading
Drucker-Prager material model
underground structure
principle stress
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