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会议论文 [27]
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Dynamic response analysis of isolated curved beam bridge under multi-dimensional non-stationary random excitation considering the torsion component
会议论文
Virtual, Online, September 25, 2021 - September 26, 2021
作者:
Li, X.M.
;
Wang, J.C.
;
Pu, K.
;
Mu, B.H.
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2022/04/21
Bridges
Curved beams and girders
Dynamic response
Integration
Nonlinear equations
Bouc Wen model
Curved beam bridge
Isolated curved beam bridge
Multi dimensional
Multi
dimensional non
stationary random excitation
Nonstationary
Stationary random excitation
The precise integration method
Torsion component
Seismic Response Analysis of Deeply Embedded Large Diameter Cylindrical Structure
会议论文
2013 THIRD INTERNATIONAL CONFERENCE ON INTELLIGENT SYSTEM DESIGN AND ENGINEERING APPLICATIONS (ISDEA), 2013-01-16
作者:
Guo, Cuiping[1]
;
Yao, Wenjuan[2]
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/04/30
deeply embedded large diameter cylinder
nonlinear numerical model
seismic dynamic response
NUMERICAL ANALYSIS OF COMPOSITE SOIL NAILING RETAINING WALL UNDER EARTHQUAKE
会议论文
作者:
Ma, Tianzhong
;
Zhu, Yanpeng
;
Meng, Deju
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2019/11/15
Composite soil nailing
slope
earthquake action
dynamical response
Numerical analysis of composite soil nailing retaining wall under earthquake
会议论文
Sanya, China, November 24, 2012 - November 25, 2012
作者:
Ma, Tianzhong
;
Zhu, Yanpeng
;
Meng, Deju
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2020/11/15
Acceleration
Anchors
Axial flow
Computer simulation
Earthquakes
Elastoplasticity
Finite element method
Seismic design
Seismic waves
Soils
Axial forces
Composite soil nailing
Contact elements
Dynamical response
Earthquake action
Earthquake wave
Elastic-Plastic
Finite element models
Finite element software
Horizontal displacements
Nonlinear statics
Pre-stress
Seismic Performance
Slipping surfaces
Slope
Soil body
Soil-nailing
Supporting structure
Time history response
Analysis of Nonlinear Seismic Response and Stability for Tunnel Portal Slope
会议论文
Chongqing, PEOPLES R CHINA, MAR 16-18, 2012
作者:
Li, Y. S.
;
Li, T. B.
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/09
Response of Transmission Lines under Three-dimensional Seismic Excitations
会议论文
2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), Yantai, PEOPLES R CHINA, 2012-05-25
作者:
Tian, Li
;
Li, Hongnan
;
Wang, Wenming
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/13
transmission line
three-dimensional seismic excitations
nonlinear time history
single component
Influence of Ground Motion Spectral Shape on Nonlinear Responses of a 3-Storey RC Frame
会议论文
作者:
Han Jian-ping
;
Luo Yi
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2019/11/15
ground motion
spectral shape
nonlinear dynamic analysis
incremental dynamic analysis
RC frame
Nonlinear analysis of i-shaped short pier shear wall with concealed bracings
会议论文
Xiamen, China, March 27, 2012 - March 29, 2012
作者:
Li, Yae
;
Tang, Yuhong
;
Li, Zhihua
;
Hao, Zhihai
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2020/11/15
ABAQUS
Axial compression
Compression ratio (machinery)
Computer software
Ductility
Industrial research
Manufacture
Nonlinear analysis
Reinforcement
Seismic response
Shear walls
Concealed bracing
Finite element software ABAQUS
Seismic behavior
Seismic system
Short pier shear wall
Skeleton curves
Influence of ground motion spectral shape on nonlinear responses of a 3-storey RC frame
会议论文
Yantai, China, May 25, 2012 - May 27, 2012
作者:
Han, Jian-Ping
;
Luo, Yi
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2020/11/15
Building materials
Civil engineering
Dynamics
Nonlinear analysis
Roofs
Dynamic non-linear analysis
Earthquake ground motions
Good correlations
Great earthquake
Ground motions
Higher mode
Incremental dynamic analysis
Interstory drifts
Non-linear response
Nonlinear seismic response
Planar frames
RC frames
Scaling factors
Seismic performance evaluation
Spectral acceleration
Spectral shapes
Effect of Subsoil Liquefaction on Analysis of Pile-Soil Dynamic Interaction
会议论文
Kunming, PEOPLES R CHINA, JUL 29-31, 2011
作者:
Wang Yanli
;
Rao Xibao
;
Wang Yong
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2018/06/05
sand liquefaction
dynamic interaction
earthquake response
finite difference
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