Masonry Compressive Strength Prediction Using Artificial Neural Networks

被引:30
|
作者
Asteris, Panagiotis G. [1 ]
Argyropoulos, Ioannis [1 ]
Cavaleri, Liborio [2 ]
Rodrigues, Hugo [3 ]
Varum, Humberto [4 ]
Thomas, Job [5 ]
Lourenco, Paulo B. [6 ]
机构
[1] Sch Pedag & Technol Educ, Computat Mech Lab, Athens, Greece
[2] Univ Palermo, Dept Civil Environm Aerosp & Mat Engn DICAM, Palermo, Italy
[3] Polytech Inst Leiria, Dept Civil Engn, RISCO, Leiria, Portugal
[4] Univ Porto, Civil Engn Dept, Fac Engn, Porto, Portugal
[5] Cochin Univ Sci & Technol, Dept Civil Engn, Cochin, Kerala, India
[6] Univ Minho, Dept Civil Engn, ISISE, Guimaraes, Portugal
来源
TRANSDISCIPLINARY MULTISPECTRAL MODELING AND COOPERATION FOR THE PRESERVATION OF CULTURAL HERITAGE, PT II | 2019年 / 962卷
关键词
Artificial Neural Networks (ANNs); Back-Propagation Neural Networks (BPNNs); Building materials; Compressive strength; Masonry; Masonry unit; Mortar; Soft-computing techniques; STRESS-STRAIN CHARACTERISTICS; SELF-COMPACTING CONCRETE; BRICK MASONRY; BOND STRENGTH; FUZZY; MECHANICS; BEHAVIOR; SURFACE; PRISMS; ANN;
D O I
10.1007/978-3-030-12960-6_14
中图分类号
K85 [文物考古];
学科分类号
0601 ;
摘要
The masonry is not only included among the oldest building materials, but it is also the most widely used material due to its simple construction and low cost compared to the other modern building materials. Nevertheless, there is not yet a robust quantitative method, available in the literature, which can reliably predict its strength, based on the geometrical and mechanical characteristics of its components. This limitation is due to the highly nonlinear relation between the compressive strength of masonry and the geometrical and mechanical properties of the components of the masonry. In this paper, the application of artificial neural networks for predicting the compressive strength of masonry has been investigated. Specifically, back-propagation neural network models have been used for predicting the compressive strength of masonry prism based on experimental data available in the literature. The comparison of the derived results with the experimental findings demonstrates the ability of artificial neural networks to approximate the compressive strength of masonry walls in a reliable and robust manner.
引用
收藏
页码:200 / 224
页数:25
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