DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES

Xu Xiangtao

doi:10.13204/j.gyjz201003012

Volume 40 Issue 3

Dec. 2014

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Xu Xiangtao. DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 44-46,59. doi: 10.13204/j.gyjz201003012

Citation:

Xu Xiangtao. DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 44-46,59. doi: 10.13204/j.gyjz201003012

Xu Xiangtao. DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 44-46,59. doi: 10.13204/j.gyjz201003012

Citation:

Xu Xiangtao. DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 44-46,59. doi: 10.13204/j.gyjz201003012

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DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES

doi: 10.13204/j.gyjz201003012

Xu Xiangtao

1.
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China

Received Date: 2009-07-17
Publish Date: 2010-03-20

Abstract

Abstract

The controlling factors of section size of frame columns are axial compression ratio and story drift angle and shear compression ratio. In the design process,section size of frame columns should be estimated and aseismic grade of the frame structure should be determined firstly. And trial calculation is performed by PKPM. And then section size of frame columns are updated according to the corresponding limited value of controlling factors. By above method,better technical and economic indexes are obtained.
- reinforced concrete structure,
- frame column,
- section size,
- PKPM

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References(6)

References

[2] GB 500102002混凝土结构设计规范[S].

GB 500112001建筑抗震设计规范[S].

[3] 夏洪流,李英民,周长安.钢筋混凝土抗震框架柱截面尺寸控制因素分析[J].世界地震工程,2004,20(3):128-134.

[4] 梁兴文,史文轩.土木工程专业毕业设计指导[M].北京:科学出版社,2002:24-25.

[5] JGJ 32002高层建筑混凝土结构技术规程[S].

[6] 中国建筑科学研究院 PKPMCAD 工程部.多层及高层建筑结构空间有限元分析与设计软件 SATWE 用户手册及技术条件[M].北京:中国建筑科学研究院 PKPMCAD 工程部发行,2005:55-56,97-98.

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