×
验证码:
换一张
忘记密码?
记住我
CORC
首页
科研机构
检索
知识图谱
申请加入
托管服务
登录
注册
在结果中检索
科研机构
兰州理工大学 [2]
成都山地灾害与环境研... [2]
武汉岩土力学研究所 [2]
内容类型
期刊论文 [6]
发表日期
2019 [6]
×
知识图谱
CORC
开始提交
已提交作品
待认领作品
已认领作品
未提交全文
收藏管理
QQ客服
官方微博
反馈留言
浏览/检索结果:
共6条,第1-6条
帮助
限定条件
发表日期:2019
已选(
0
)
清除
条数/页:
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
排序方式:
请选择
作者升序
作者降序
题名升序
题名降序
发表日期升序
发表日期降序
提交时间升序
提交时间降序
Experimental verification and study on influence of seismic wave parameters on seismic mitigation effect of base isolation system
期刊论文
Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2019, 卷号: 52, 期号: 6, 页码: 35-44 and 54
作者:
Wu, Zhongtie
;
Fan, Pingping
;
Du, Yongfeng
;
Cheng, Xuansheng
;
Gao, Zhonghu
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2020/11/14
Correlation methods
Degrees of freedom (mechanics)
Dynamic response
Numerical analysis
Reliability analysis
Seismic waves
Base isolation systems
Experimental verification
Near fault ground motion
Pulse-like ground motions
Seismic mitigation
Shaking table tests
Single degree of freedoms
Wave parameters
Research on the Dynamic Parameters of Loess
期刊论文
Geotechnical and Geological Engineering, 2019, 卷号: 37, 期号: 1, 页码: 77-93
作者:
Cheng, Xuansheng
;
Li, Xinlei
;
Nie, Jun
;
Liu, Haibo
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2020/11/14
Curve fitting
Elastic moduli
Internal friction
Seismic response
Shear strain
Cohesive force
Dynamic elasticity modulus
Dynamic shear modulus
Internal friction angle
Loess
Large-scale shaking table model test on seismic performance of bridge-pile-foundation slope with anti-sliding piles: a case study
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 页码: DOI: 10.1007/s10064-019-01614-y
作者:
Zhang Chonglei
;
Jiang Guanlu
;
Su Lijun
;
Lei Da
;
Liu Weiming
收藏
  |  
浏览/下载:93/0
  |  
提交时间:2019/12/06
Anti-slide piles
Shaking table model
Peak ground acceleration
Bridge pile foundation
Seismic response
Simulation study of the void space gas effect on slope instability triggered by an earthquake
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2019, 卷号: 16, 期号: 6, 页码: 1300-1317
作者:
Zhou Zhou
;
Wang Xiao-qun
;
Wei Yu-feng
;
Shen Jun-hui
;
Shen Man
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2020/11/03
Earthquake landslide
Slope weak intercalated layer
Void space gas effect
Void-gas dynamic response
Excess void space gas pressure
Gas-rock interaction mechanism
A 3D Discrete-Continuum Coupling Approach for Investigating the Deformation and Failure Mechanism of Tunnels across an Active Fault: A Case Study of Xianglushan Tunnel
期刊论文
APPLIED SCIENCES-BASEL, 2019, 卷号: 9, 期号: 11, 页码: -
作者:
Ma, Yalina
;
Sheng, Qian
;
Zhang, Guimin
;
Cui, Zhen
收藏
  |  
浏览/下载:54/0
  |  
提交时间:2020/04/08
tunnel
active fault zone
discrete-continuum coupling method
micromechanics
mechanical response
flexible joint
Seismic stability analysis of a rock block using the block theory and Newmark method
期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 卷号: 43, 期号: 7, 页码: 1392-1409
作者:
Fu, Xiaodong
;
Sheng, Qian
;
Tang, Hua
;
Chen, Jian
;
Du, Yuxiang
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2020/04/08
block theory
Newmark method
rock block
safety factor and displacement
seismic dynamic analysis
©版权所有 ©2017 CSpace - Powered by
CSpace