THE LOADING CAPACITY AND PRODUCING METHOD ANALYSIS OF COMPOSITE REINFORCED SCFT COLUMN

Cheng Rong; Wang Zhihao

Volume 36 Issue 9

Dec. 2014

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Cheng Rong, Wang Zhihao. THE LOADING CAPACITY AND PRODUCING METHOD ANALYSIS OF COMPOSITE REINFORCED SCFT COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 84-86.

Citation:

Cheng Rong, Wang Zhihao. THE LOADING CAPACITY AND PRODUCING METHOD ANALYSIS OF COMPOSITE REINFORCED SCFT COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 84-86.

Cheng Rong, Wang Zhihao. THE LOADING CAPACITY AND PRODUCING METHOD ANALYSIS OF COMPOSITE REINFORCED SCFT COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 84-86.

Citation:

Cheng Rong, Wang Zhihao. THE LOADING CAPACITY AND PRODUCING METHOD ANALYSIS OF COMPOSITE REINFORCED SCFT COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 84-86.

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THE LOADING CAPACITY AND PRODUCING METHOD ANALYSIS OF COMPOSITE REINFORCED SCFT COLUMN

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2006-06-20
Publish Date: 2006-09-20

Abstract

Abstract

To overcome the weakness in restriction of SCFT compared to common CFT, it is presented a composite reinforced SCFT column, which improves the buckling strength of the steel wall and the restriction to concrete by reinforcing ribs. Because of the strait construction space, full_seal between ribs and tube is difficult. It is also proposed a new method of / point seal0 , the modal of buckling is analyzed and the number or space of seal points is given.
- reinforce,
- buckling,
- SCFT,
- loading capacity

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References(7)

References

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[5] 何保康, 杨晓冰, 周天华. 矩形钢管混凝土轴压柱局部屈曲性能的解析分析. 西安建筑科技大学学报, 2002(9) : 210-213

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