A Comparative study of concrete strength prediction using fuzzy modeling and neuro-fuzzy modeling techniques

被引:0
作者
Ahmad, S. S. Syed [1 ]
机构
[1] Univ Tekn Malaysia Melaka, Fac Informat & Commun Technol, Durian Tunggal 76100, Melaka, Malaysia
来源
PROCEEDINGS OF MECHANICAL ENGINEERING RESEARCH DAY 2015 | 2015年
关键词
Fuzzy modeling; neuro-fuzzy modeling; concrete strength prediction;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this study, a comparative study of concrete strength prediction have been carried out by using three different models called type-1 fuzzy model, type-2 fuzzy model, and neuro-fuzzy model. These three models have been applied for concrete strength prediction of ready mix concrete based on its design mix constituents, namely cement, blast furnace slag, fly ash, water, superplasticizer, coarse aggregate, and age. Three different statistical performance measures have been used for evaluating the models. The experimental results show that type-2 fuzzy model give a better performance measures.
引用
收藏
页码:147 / 149
页数:3
相关论文
共 8 条
[1]  
[Anonymous], SYSTEMS MAN CYBERNET
[2]  
Chandwani V., 2014, Int. J. Curr. Eng. Technol., V4, P2949
[3]  
Gadewar A., 2012, IOSR J MECH CIVIL EN, V3, P34
[4]  
Jang J., 1993, SYST MAN CYBERN IEEE, V23
[5]   Neuro-fuzzy application for concrete strength prediction using combined non-destructive tests [J].
Na, U. J. ;
Park, T. W. ;
Feng, M. Q. ;
Chung, L. .
MAGAZINE OF CONCRETE RESEARCH, 2009, 61 (04) :245-256
[6]  
Neshat M., 2012, INT J PHYS SCI, V7, P440, DOI [10.5897/IJPS11.967, DOI 10.5897/IJPS11.967]
[7]   STRUCTURE IDENTIFICATION OF FUZZY MODEL [J].
SUGENO, M ;
KANG, GT .
FUZZY SETS AND SYSTEMS, 1988, 28 (01) :15-33
[8]  
Tewari A., 2009, PRIOR KNOWLEDGE BASE