| contributor author | Rajiv Gupta | |
| contributor author | Manish A. Kewalramani | |
| contributor author | Amit Goel | |
| date accessioned | 2017-05-08T21:18:02Z | |
| date available | 2017-05-08T21:18:02Z | |
| date copyright | June 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290899-1561%282006%2918%3A3%28462%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46149 | |
| description abstract | Over the years, many methods have been developed to predict the concrete strength. In recent years, artificial neural networks (ANNs) have been applied to many civil engineering problems with some degree of success. In the present paper, ANN is used as an attempt to obtain more accurate concrete strength prediction based on parameters like concrete mix design, size and shape of specimen, curing technique and period, environmental conditions, etc. A total of 864 concrete specimens were cast for compressive strength measurement and verification through the ANN model. The back propagation-learning algorithm is employed to train the network for extracting knowledge from training examples. The predicted strengths found by employing ANN are compared with the actual values. The results indicate that ANN is a useful technique for predicting the concrete strength. Further, an effort to build an expert system for the problem is described in this paper. To overcome the bottleneck of intricate knowledge acquisition, an expert system is used as a mechanism to transfer engineering experience into usable knowledge through rule-based knowledge representation techniques. | |
| publisher | American Society of Civil Engineers | |
| title | Prediction of Concrete Strength Using Neural-Expert System | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 3 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2006)18:3(462) | |
| tree | Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 003 | |
| contenttype | Fulltext | |