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Toghroli, A., Darvishmoghaddam, E., Zandi, Y., Parvan, M., Safa, M., Abdullahi, M.M., Heydari, A., Wakil, K., Gebreel, S.A.M. and Khorami, M. (2018), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, 21(5), 525-530./
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| 2 |
Toghroli, A., Darvishmoghaddam, E., Zandi, Y., Parvan, M., Safa, M., Abdullahi, M.A.M., Heydari, A., Wakil, K., Gebreel, S.A.M. and Khorami, M. (2018), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, 21(5), 525-530./
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| 3 |
Zhao, C., Zhong, X., Liu, B., Shu, X. and Shen, M. (2018), "A modified RBSM for simulating the failure process of RC structures", Comput. Concrete, 21(2), 219-229./
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| 4 |
Khodayar, A. and Nejati, H.R. (2018), "Effect of thermal-induced microcracks on the failure mechanism of rock specimens", Comput. Concrete, 22(1), 93-100./
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| 5 |
Toghroli, A., Darvishmoghaddam, E., Zandi, Y., Parvan, M., Safa, M., Abdullahi, M.A.M., Heydari, A., Wakil, K., Gebreel, S.A. and Khorami, M. (2018), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, Int. J., 21(5), 525-530./
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| 6 |
Toghroli, A., Darvishmoghaddam, E., Zandi, Y., Parvan, M., Safa, M., Abdullahi, M.A.M., Heydari, A., Wakil, K., Gebreel, S.A. and Khorami, M. (2018), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, Int. J., 21(5), 525-530./
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| 7 |
Khodayar, A. and Nejati, H.R.(2018), "Effect of thermal-induced microcracks on the failure mechanism of rock specimens", Comput. Concrete, 22(1), 93-100./
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| 8 |
Khodayar, A. and Nejati, H.R. (2018), "Effect of thermal-induced microcracks on the failure mechanism of rock specimens", Comput. Concrete, 22(1), 93-100/
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| 9 |
Toghroli, A. et al. (2018a), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, 21(5), 525-530./
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| 10 |
Toghroli, A. et al. (2018), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, 21(5), 525-530./
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