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兰州大学 [5]
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武汉理工大学 [4]
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Numerical predictions of distortional-global buckling interaction of perforated rack uprights in compression
期刊论文
THIN-WALLED STRUCTURES, 2019, 卷号: 136, 页码: 292-301
作者:
Ren, Chong[1]
;
Wang, Binhua[2]
;
Zhao, Xianzhong[3]
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/04/22
Perforated upright
Buckling interaction
Distortional buckling
Direct strength method (DSM)
Distortional-global buckling interaction
Finite element
Experimental investigation of web-stiffened cold-formed lipped channel columns
期刊论文
Jianzhu Jiegou Xuebao/Journal of Building Structures, 2017, 卷号: 38, 期号: 2, 页码: 37-47
作者:
Chen, Ming
;
Zhou, Xuhong
;
Liu, Zhanke
;
He, Ziqi
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2020/11/14
Buckling
Finite element method
Load limits
Distortional buckling
Experimental investigations
Finite element programs
Geometric and material nonlinearities
Lipped channel columns
Longitudinal stiffener
Static tests
Ultimate bearing capacity
Distortional buckling of cold-formed lipped channel columns subjected to axial compression
期刊论文
Steel and Composite Structures, 2017, 卷号: 23, 期号: 3, 页码: 331-338
作者:
Zhou, Wangbao
;
Jiang, Lizhong*
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2019/12/03
Axial compression
Cold-formed steel
Distortional buckling
Lipped channel sections
Rotational restraint stiffness
An experimental investigation into perforated and non-perforated steel storage rack uprights
期刊论文
THIN-WALLED STRUCTURES, 2017, 卷号: 112, 页码: 159-172
作者:
Zhao, Xianzhong[1]
;
Ren, Chong[2]
;
Qin, Ru[3]
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/04/24
Storage rack uprights
Perforation
Axial compression tests
Distortional-global buckling interaction
Direct Strength Method (DSM)
Behaviors and design method for distortional buckling of thin-walled irregular-shaped aluminum alloy struts under axial compression
期刊论文
ENGINEERING STRUCTURES, 2017, 卷号: 153, 页码: 118-135
作者:
Chang, Yicun
;
Liu, Mei
;
Wang, Peijun
;
Li, Xiulin
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  |  
浏览/下载:4/0
  |  
提交时间:2019/12/12
Aluminum alloy column
Irregular-shaped cross-section
Distortional
buckling behaviors
Buckling stress calculation
Direct strength method
Elastic Distortional Buckling Analysis of I-Steel Concrete Composite Beam Considering Shear Deformation
期刊论文
International Journal of Structural Stability and Dynamics, 2016, 卷号: 16, 期号: 8
作者:
Zhou, Wang-Bao*
;
Jiang, Li-Zhong
;
Li, Shu-Jin
;
Kong, Fan
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/04
Steel concrete composite beam
distortional buckling
elastic-foundation beam method
lateral restraint stiffness
rotational restraint stiffness
shear deformation
Practical formulas towards distortional buckling failure analysis for steel–concrete composite beams
期刊论文
The Structural Design of Tall and Special Buildings, 2016, 卷号: 25, 期号: 18, 页码: 1055-1072
作者:
Zhou, Wang-Bao
;
Li, Shu-Jin
;
Yan, Wang-Ji*
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2019/12/04
composite beam
distortional buckling
moment gradient
negative moment
elastic foundation beam method
Distortional buckling of I-steel concrete composite beams in negative moment area
期刊论文
Steel and Composite Structures, 2016, 卷号: 20, 期号: 1, 页码: 57-70
作者:
Zhou, Wangbao*
;
Li, Shujin
;
Huang, Zhi
;
Jiang, Lizhong
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/04
steel concrete composite beams
distortional buckling
rotational restraint stiffness
lateral restraint stiffness
elastic foundation beam method
Distortional buckling of I-steel concrete composite beams in negative moment area
期刊论文
Steel and Composite Structures, 2016, 卷号: 20, 期号: 1, 页码: 57-70
作者:
Zhou, Wangbao*
;
Li, Shujin
;
Huang, Zhi
;
Jiang, Lizhong
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/12/03
steel concrete composite beams
distortional buckling
rotational restraint stiffness
lateral restraint stiffness
elastic foundation beam method
Buckling behaviour of partially restrained cold-formed steel zed purlins subjected to transverse distributed uplift loading
期刊论文
ENGINEERING STRUCTURES, 2016, 卷号: 114, 页码: 14-24
作者:
Ren, Chong[1]
;
Zhao, Xianzhong[2]
;
Chen, Yiyi[3]
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2019/04/26
Finite element
Cold-formed steel
Purlin-sheeting systems
Uniformly distributed transverse load
Distortional buckling
Buckling interactions
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