OPTIMIZATION DESIGN OF SECTIONAL HEIGHT OF CONTINUOUS BEAM OF REINFORCED CONCRETE

Zhang Jingjing

doi:10.13204/j.gyjz200511015

Volume 35 Issue 11

Dec. 2014

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Zhang Jingjing. OPTIMIZATION DESIGN OF SECTIONAL HEIGHT OF CONTINUOUS BEAM OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 50-52,13. doi: 10.13204/j.gyjz200511015

Citation:

Zhang Jingjing. OPTIMIZATION DESIGN OF SECTIONAL HEIGHT OF CONTINUOUS BEAM OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 50-52,13. doi: 10.13204/j.gyjz200511015

Zhang Jingjing. OPTIMIZATION DESIGN OF SECTIONAL HEIGHT OF CONTINUOUS BEAM OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 50-52,13. doi: 10.13204/j.gyjz200511015

Citation:

Zhang Jingjing. OPTIMIZATION DESIGN OF SECTIONAL HEIGHT OF CONTINUOUS BEAM OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 50-52,13. doi: 10.13204/j.gyjz200511015

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OPTIMIZATION DESIGN OF SECTIONAL HEIGHT OF CONTINUOUS BEAM OF REINFORCED CONCRETE

doi: 10.13204/j.gyjz200511015

Zhang Jingjing

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

Received Date: 2005-03-25
Publish Date: 2005-11-20

Abstract

Abstract

Based on the result of the analysis and economical comparison with few methods which have been used for choosing cross sectional height parameters of the R.C.continuous beam, an optimization design method that could be used more conveniently in practical engineering was discussed.
- reinforced concrete continuous beam, sectional height, optimization design,

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References(8)

References

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[3] 马宏旺,吕西林.钢筋混凝土框架梁基于可靠度理论的抗震优化设计.建筑结构,2003(9):52～55

[4] 张炳华,侯昶.土建结构优化设计.上海:同济大学出版社,1998

[5] 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

[6] 包东华,陈志林.钢筋梁高取值的研究.河北冶金,2002(6):48～51

[7] 俞铭华,李庆贞.钢筋混凝土连续梁离散变量优化设计.华东船舶工业学院学报,2000(10):5～9

[8] 张靖静.钢筋混凝土受弯构件正截面优化分析.工业建筑,2005,35(2):100～102

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