FORECASTING THE COMPRESSION-RESISTING OF SQUARE SECTION-CONCRETE COLUMN BY BP NEURAL NETWORK

Liu Di; Wang Quangfeng; Yue Qingrui; Yang Yongxin

doi:10.13204/j.gyjz200501024

Volume 35 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(1): 75-78

Liu Di, Wang Quangfeng, Yue Qingrui, Yang Yongxin. FORECASTING THE COMPRESSION-RESISTING OF SQUARE SECTION-CONCRETE COLUMN BY BP NEURAL NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 75-78. doi: 10.13204/j.gyjz200501024

Citation:

Liu Di, Wang Quangfeng, Yue Qingrui, Yang Yongxin. FORECASTING THE COMPRESSION-RESISTING OF SQUARE SECTION-CONCRETE COLUMN BY BP NEURAL NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 75-78. doi: 10.13204/j.gyjz200501024

Citation:

PDF( 0 KB)

FORECASTING THE COMPRESSION-RESISTING OF SQUARE SECTION-CONCRETE COLUMN BY BP NEURAL NETWORK

doi: 10.13204/j.gyjz200501024

1.
1. Department of Civil Engineering,Huaqiao University Quanzhou 362011;
2.
2. National Engineering Technology Research Center of Industrial Buildi ng Diagnosis and Rehabilitation Beijing 100088

Received Date: 2004-10-20
Publish Date: 2005-01-20

Abstract

Abstract

Through collecting a lot of test information,a BP neural network is set up, whi ch can forecast the compression-resisting of square section-concrete columns r einforced with CFRP. By comparing the simulation data with those of the experime nt, it is proved that the network can forecast efficiently; and the factors infl uencing the reinforcing effect are also analysed and the conclusions are in acco rd with the research report.
- carbon fiber reinforced polymer,
- square-concrete columns,
- BP neural network,
- peak stress of the compression-resisting

FullText(HTML)

References(9)

References

[2] 李静,钱稼茹,蒋剑彪.CFRP约束混凝土应力-应变全曲线研究.见:第二届全国土木工程用纤维增强复合材料(FRP)应用技术学术交流会.昆明:2002

赵彤,谢剑.碳纤维布补强加固混凝土结构新技术.天津:天津大学出版社,2001

[3] 姜浩,熊光晶,纪梓斌,等.碳纤维/玻璃纤维复合加固混凝土柱的抗压性能研究.汕头大学学报(自然科学版),2001,16(1):13～16

[4] Chaallal Omar,Shahawy Mohsen,et al.Performance of Axially L oaded Short Rectangular Columns Strengthened with Carbon Fiber-Reinforced Polym er Wrapping. Journal of Composites for Construction,ASCE,2003(8):200～208

[5] Campione G,Miraglia N.Strength and Strain Capacities of Concrete C ompression Members Reinforced with FRP. Cement Concrete Composite,2003,25:31～ 34

[7] 卢亦炎,史健勇,赵国藩.碳纤维布和角钢复合加固轴心受压混凝土柱的试验研究.建筑结构学报,2003,24(5):18～23

[8] 范炜,欧阳煜,许志雄,等.碳纤维约束混凝土的受力性能分析.福建建筑,2003(4):61～63

[9] 闻新,周露,王丹力,等.MATLAB神经网络应用设计.北京:科学出版社 ,2001

[10] 飞思科技产品研发中心.MATLAB 6.5辅助神经网络分析与设计.北京:电子工业出版社,2003

Relative Articles

Supplements(0)

Cited By

Proportional views