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1 Al-Salloum, Y.A., Shah, A.A., Abbas, H.A., Saleh, H., Almusallam, T.H. and Al- Haddad, M.S. (2012), "Prediction of compressive strength of concrete using neural networks", Computers and Concrete, 10(2), 197-217./   DOI   Ndsl View Article
2 Cevik, A., Arslan, M.H. and Saracoglu, R. (2012), "Neuro-fuzzy modeling of torsional strength of RC beams", Computers and Concrete, 9(6), 469-486./   DOI   Ndsl View Article
3 Ates, S. (2012), "Investigation of effectiveness of double concave friction pendulum bearings", Comput Concrete, 9(3), 195-214./   DOI   Ndsl View Article
4 Cevik, A., Arslan, M.H. and Saracoglu, R. (2012), "Neuro-fuzzy modeling of torsional strength of RC beams", Computers and Concrete, An International Journal, 9(6), 469-486./   DOI   Ndsl View Article
5 Wang, X.H. and Liu, X.L. (2012), "Analysis of RC beam with unbonded or exposed tensile reinforcements and defective stirrup anchorages for shear strength", Computers and Concrete, 10(1), 59-78./   DOI   Ndsl View Article
6 Wang, H.Y., Hsiao, D.H. and Wang, S.Y. (2012), "Properties of recycled green building materials applied in lightweight aggregate concrete", Computers and Concrete, 10(2), 95-104./   DOI   Ndsl View Article
7 Wang, H.Y., Hsiao, D.H. and Wang, S.Y. (2012), "Properties of recycled green building materials applied in lightweight aggregate concrete", Compt. Concrete, 10(2), 95-104./   DOI   Ndsl View Article
8 Wang, H.Y., Hwang, C.L. and Yeh, S.T. (2012), "An approach of using ideal grading curve and coating paste thickness to evaluate the performances of concrete-(1) Theory and formulation", Comput. Concrete, 10(1), 19-33./   DOI   Ndsl View Article
9 Wang, H.Y., Hwang, C.L. and Yeh, S.T. (2012), "An approach of using ideal grading curve and coating paste thickness to evaluate the performances of concrete-(2) Experimental work", Comput. Concrete, 10(1), 35-47./   DOI   Ndsl View Article
10 Samui, P. and Kim, D. (2012), "Utilization of support vector machine for prediction of fracture parameters of concrete", Comput. Concrete, 9(3), 215-226./   DOI   Ndsl View Article