COMPARATIVE STUDY ON THE STRUCTURAL PERFORMANCE BETWEEN PRESTRESSED CONCRETE FRAMES WITH CROSS COLUMN AND RECTANGULAR COLUMN

Cao Yunzhong; Gan Gang; Tang Jinchum

doi:10.13204/j.gyjz200404012

Volume 34 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(4): 40-42,56

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Citation:

Cao Yunzhong, Gan Gang, Tang Jinchum. COMPARATIVE STUDY ON THE STRUCTURAL PERFORMANCE BETWEEN PRESTRESSED CONCRETE FRAMES WITH CROSS COLUMN AND RECTANGULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 40-42,56. doi: 10.13204/j.gyjz200404012

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COMPARATIVE STUDY ON THE STRUCTURAL PERFORMANCE BETWEEN PRESTRESSED CONCRETE FRAMES WITH CROSS COLUMN AND RECTANGULAR COLUMN

doi: 10.13204/j.gyjz200404012

1.
College of Civil Engineering and Architecture,Zhejiang Univercity Hangzhou 310027

Received Date: 2003-10-14
Publish Date: 2004-04-20

Abstract

Abstract

After nonlinear finite analysis method on prestressed concrete frame with cross column was studied, a quite correct and general method to describe the mechanical feature of a working prestressed concrete frame with cross column was obtained. And the computer programme was designed with FORTRAN90. After the programme was validated, the structure feature of prestressed concrete frame with cross column was compared with that of prestressed concrete frame with rectangular column by plenty of results by computer. Then the characteristics of the two structures are obtained.
- prestressed concrete,
- cross column,
- structural performance

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References(3)

References

[2] 曹万林, 庞国新, 时玉军.钢筋混凝土十字形柱的非线性分析.世界地震工程, 1995(3):17～22

规程编制组.天津市异形柱框轻结构的研究及技术规程编制.建筑结构, 1999(1):7～10

[3] 薛伟辰, 张志铁.钢筋混凝土结构非线性全过程分析方法及其应用.计算力学学报, 1999, 16(3):334～642

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