OPTIMIZATION DESIGN FOR NORMAL SECTION OF REINFORCED CONCRETE FLEXURAL MEMBERS

Zhang Jingjing

doi:10.13204/j.gyjz200502028

Volume 35 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(2): 100-102

Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015

Citation:

Zhang Jingjing. OPTIMIZATION DESIGN FOR NORMAL SECTION OF REINFORCED CONCRETE FLEXURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 100-102. doi: 10.13204/j.gyjz200502028

Citation:

Zhang Jingjing. OPTIMIZATION DESIGN FOR NORMAL SECTION OF REINFORCED CONCRETE FLEXURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 100-102. doi: 10.13204/j.gyjz200502028

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OPTIMIZATION DESIGN FOR NORMAL SECTION OF REINFORCED CONCRETE FLEXURAL MEMBERS

doi: 10.13204/j.gyjz200502028

Zhang Jingjing

1.
Civil Science and Engineering College of Yangzhou University Yangzhou 225009

Received Date: 2004-09-07
Publish Date: 2005-02-20

Abstract

Abstract

Based on the economic analysis for a relative depth of the compression zone of R.C. flexural members with single reinforcement section, the economical range of depth of the relative compression zone is suggested. It is simple and convenient to reach the aim of optimization design by estimating the depth of section and controlling the relative depth of the compression zone of the members.
- reinforced concrete,
- flexural member,
- relative depth of compression zone,
- optimization design

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References(6)

References

[2] 申建红,等.钢筋混凝土框架梁截面的优化确定.青岛建筑工程学报,2003(3):9～12

俞铭华,李庆贞.钢筋混凝土单筋梁优化设计.工业建筑,2000,30(8):48～51

[3] 范良宜.钢筋混凝土矩形截面梁实用优化设计方法.基建优化,1998(3):27～29

[4] 王伟忠,张军雄.钢筋混凝土矩形梁的实用优化设计探讨.四川建筑,2001(8):46～48

[5] 张炳华,侯昶.土建结构优化设计.上海:同济大学出版社,1998(3)

[6] GB 50010-2002 混凝土结构设计规范

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