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山东大学 [2]
兰州理工大学 [1]
大连理工大学 [1]
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会议论文 [2]
期刊论文 [2]
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2018 [1]
2017 [1]
2013 [1]
2011 [1]
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R&D and Application of Curved D-Shape Concrete-Filled Steel Tube Support in Roadway Support
期刊论文
Geotechnical and Geological Engineering, 2018, 卷号: 36, 期号: 1, 页码: 551-566
作者:
Zhang, Jin-peng
;
Liu, Li-min
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2019/12/11
Design Research and Application of D-shape Expansive Concrete-filled Steel Tube Supports in Roadway Support
会议论文
Joint Conferences of International Conference on Materials Science and Engineering Application (ICMSEA) / International Conference on Mechanics, Civil Engineering and Building Materials (MCEBM), APR 21-23, 2017
作者:
Liu, Li-Min
;
Zhang, Jin-Peng
;
Liu, Wei-Tao
;
Yan, Xu
;
Wang, Zhi-Kui
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/31
Support
D-shape steel tube
Expansive concrete
D-ECFSTS
Pingdingshan
ten mines
Scanning path planning for laser bending of straight tube into coil-shape tube
期刊论文
INTERNATIONAL JOURNAL OF ADVANCED MANUFACTURING TECHNOLOGY, 2013, 卷号: 69, 页码: 909-917
作者:
Wang, X. Y.
;
Luo, Y. H.
;
Wang, J.
;
Xu, W. J.
;
Guo, D. M.
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/11
Laser bending
Steel tube
Scanning path planning
Geometric curvature
Decomposition
Restructuring
Seismic performance on dumbbell-shape connection between steel beams and rectangular concrete-filled tubular column
会议论文
Guangzhou, China, January 7, 2011 - January 9, 2011
作者:
Wang, Xiuli
;
Li, Qiong
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2020/11/15
Building materials
Construction equipment
Ductility
Electron energy loss spectroscopy
Energy dissipation
Energy dissipators
Hysteresis
Rigidity
Seismic response
Steel beams and girders
Stiffness
Stress concentration
Tubular steel structures
Concrete filled steel tube
Concrete-filled
Design concept
Hysteretic behavior
Hysteretic curve
Inner forces
Joint area
Lateral loads
Mechanical behavior
Plastic hinges
Seismic behavior
Seismic Performance
Software ANSYS
Steel beams
Stiffness degradation
Strength deterioration
Stress distribution
Through beam
Tubular columns
Weak beams
Web plates
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