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科研机构
兰州理工大学 [4]
清华大学 [1]
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会议论文 [5]
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2017 [1]
2012 [2]
2010 [2]
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Mechanical Property of Concrete Filled Steel Tube Reinforced Concrete (CFSTRC) Columns Subjected to two-opposite-side Fire
会议论文
作者:
Xu, Lei
;
Bao, Yan-Hong
;
Wang, Wen-Da
;
Sun, Jian-Gang
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/11/15
Concrete filled steel tube reinforced concrete (CFSTRC)
finite element methods
fire resistance
mechanical behavior
two-opposite-side fire
Preliminary research on fire resistance of concrete-filled steel tubular columns to composte beam frame
会议论文
Wuhan, China, November 17, 2012 - November 19, 2012
作者:
Wang, Jingxuan
;
Wang, Wenda
;
He, Zhongmao
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  |  
浏览/下载:7/0
  |  
提交时间:2020/11/15
ABAQUS
Composite beams and girders
Concrete slabs
Finite element method
Fire protection
Heat resistance
Reinforced concrete
Structural design
Structural frames
Composite beam
Composite beam joints
Concrete filled steel tubular columns
Constraint functions
Factors analysis
Finite element analysis modeling
Fire performance
Fire-resistance design
PRELIMINARY RESEARCH ON FIRE RESISTANCE OF CONCRETE-FILLED STEEL TUBULAR COLUMNS TO COMPOSTE BEAM FRAME
会议论文
作者:
Wang, Jingxuan
;
Wang, Wenda
;
He, Zhongmao
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2019/11/15
CFST columns to composite beam frame
fire resistance
finite element analysis(FEA) model
factors analysis
Influencing factors to flexural loading capacity of composite slim beam with deep deck in the hogging moment region
会议论文
Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 9th International Symposium on Structural Engineering for Young Experts, Fuzhou, PEOPLES R CHINA, Web of Science
Zhang, Ru-Hang
;
Wang, Yuan-Qing
;
Shi, Yong-Jiu
;
Yang, Lu
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  |  
浏览/下载:2/0
RESEARCH ON THE BEHAVIOR OF COMPOSITE FRAME WITH CFST COLUMNS AND COMPOSITE BEAM AFTER EXPOSURE TO FIRE
会议论文
作者:
Zhang, Peng-Peng
;
Wang, Wen-Da
;
Wang, Jing-Xuan
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  |  
浏览/下载:1/0
  |  
提交时间:2019/11/15
Concrete-filled steel tubular (CFST) columns
Steel-concrete composite frame
Post-fire behavior
Finite element model (FEM)
Mechanical behavior
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