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科研机构
兰州理工大学 [9]
内容类型
期刊论文 [6]
会议论文 [3]
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2020 [2]
2019 [1]
2018 [1]
2017 [2]
2010 [3]
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Wind-induced fatigue assessment of welded connections in steel tall buildings using the theory of critical distances
期刊论文
European Journal of Environmental and Civil Engineering, 2020, 卷号: 24, 期号: 8, 页码: 1180-1205
作者:
Fang, Zhao
;
Li, Aiqun
;
Ding, Youliang
;
Li, Wanrun
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2022/02/17
Tall buildings
Welding
Welds
Beam-to-column connections
Convergence characteristics
Engineering structures
Equivalent structural stress methods
Fatigue assessments
Structural stress
Theory of critical distances
Welded connections
Wind-induced fatigue assessment of welded connections in steel tall buildings using the theory of critical distances
期刊论文
European Journal of Environmental and Civil Engineering, 2020, 卷号: 24, 期号: 8, 页码: 1180-1205
作者:
Fang, Zhao
;
Li, Aiqun
;
Ding, Youliang
;
Li, Wanrun
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2020/11/14
Tall buildings
Welding
Welds
Beam-to-column connections
Convergence characteristics
Engineering structures
Equivalent structural stress methods
Fatigue assessments
Multiscale finite element
Theory of critical distances
Welded connections
Wind-induced fatigue assessment of welded joints of high-rise steel frames considering residual stresses
期刊论文
Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2019, 卷号: 49, 期号: 4, 页码: 672-678
作者:
Li, Wanrun
;
Liu, Yufei
;
Fang, Zhao
;
Li, Aiqun
;
Wang, Hui
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2020/11/14
Aerodynamic loads
Dynamic response
Residual stresses
Steel construction
Structural frames
Welded steel structures
Welding
Welds
Wind stress
Beam
column connection
Equivalent structural stress methods
High-rise steel frames
High-rise steel structure
Residual stress fields
Steel frame structures
Sub-modeling method
Welding temperature field
Low-cycle fatigue estimation of welded beam-to-column connection in steel moment resisting frames using equivalent structural stress
期刊论文
Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2018, 卷号: 51, 页码: 21-27
作者:
Li, Wanrun
;
Wang, Hui
;
Liu, Yufei
;
Fang, Zhao
;
Li, Aiqun
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2020/11/14
Crystal structure
Flanges
Seam welding
Steel beams and girders
Steel construction
Structural frames
Welded steel structures
Welds
BCC in SMRFs
Beam-to-column connections
Equivalent structural stress methods
High-rise steel frames
Multi-scale Modeling
Multi-scale simulation method
Steel moment resisting frame
Structural stress
Wind-Induced Fatigue Analysis of High-Rise Steel Structures Using Equivalent Structural Stress Method
期刊论文
APPLIED SCIENCES-BASEL, 2017, 卷号: 7, 期号: 1
作者:
Fang, Zhao
;
Li, Aiqun
;
Li, Wanrun
;
Shen, Sheng
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2022/03/01
welded beam-to-column connections
wind-induced fatigue
equivalent structural stress method
multi-scale
Wind-Induced Fatigue Analysis of High-Rise Steel Structures Using Equivalent Structural Stress Method
期刊论文
APPLIED SCIENCES-BASEL, 2017, 卷号: 7, 期号: 1
作者:
Fang, Zhao
;
Li, Aiqun
;
Li, Wanrun
;
Shen, Sheng
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2019/11/15
welded beam-to-column connections
wind-induced fatigue
equivalent structural stress method
multi-scale
Seismic behavior analysis of reinforced connection and fracture-resistance design
会议论文
Yantai, China, April 23, 2010 - April 25, 2010
作者:
Sun, Yuping
;
Wen, Xu
;
Li, Hui
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2020/11/15
Bearing capacity
Finite element method
Flanges
Fracture
Fracture toughness
Hysteresis
Plates (structural components)
Reinforcement
Ductile failures
Force conditions
Hysteretic behavior
Plastic rotation
Reinforced connection
Seismic behavior
Strong column weak beam
Welded connections
Analysis of fracture property for beam-column connections of steel frame with cracks
会议论文
作者:
Sun, Yuping
;
Li, Yi
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2019/11/15
Energy release rate
Crack tip
Beam-column stud welded node
Fracture property
SEISMIC BEHAVIOR ANALYSIS OF REINFORCED CONNECTION AND FRACTURE-RESISTANCE DESIGN
会议论文
作者:
Sun Yuping
;
Wen Xu
;
Li Hui
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2019/11/15
reinforced connection
FEM
bearing capacity
hysteretic behavior
ductile failure
fracture-resistance design
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