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1 Yang, Y., Ng, C.T., Kotousov, A., Sohn, H. and Lim, H.J. (2018), "Second harmonic generaiton at fatigue cracks by lowfrequency lamb waves: Experimental and numerical studies", Mech. Syst. Sig. Proc., 99, 760-773./   DOI View Article
2 Ramnavas, M.P., Patel, K.A., Chaudhary, S. and Nagpal, A.K. (2017), "Service load analysis of composite frames using cracked span length frame element", Eng. Struct., 132, 733-744./   DOI View Article
3 Zuo, X.B., Wang, J.L., Sun, W., Li, H. and Yin, G.J. (2017), "Numerical investigation on gypsum and ettringite formation in cement pastes subjected to sulfate attack", Comput. Concrete, 19(1), 19-31./   DOI View Article
4 Kang, H., Cheon, N.R., Lee, D.H., Lee, J., Kim, K.S. and Kim, H. Y. (2017), "P-M interaction curve for reinforced concrete column exposed to elevated temperature", Comput. Concrete, In Press./ View Article
5 Nematzadeh, M., Fazli, S., Naghipour, M. and Jalali, J. (2017c), "Experimental study on modulus of elasticity of steel tubeconfined concrete stub columns with active and passive confinement", Eng. Struct., 130, 142-153./   DOI View Article
6 Nematzadeh, M., Hajirasouliha, I., Haghinejad, A. and Naghipour, M. (2017a), "Compressive behaviour of circular steel tubeconfined concrete stub columns with active and passive confinement", Steel Compos. Struct., In press./ View Article
7 Nematzadeh, M., Naghipour, M., Jalali, J. and Salari, A. (2017b), "Experimental study and calculation of confinement relationships for prestressed steel tube-confined compressed concrete stub columns", J. Civil Eng. Manage., In press./ View Article
8 Sakr, M.A., El-Khoriby, S.R., Khalifa, T.R. and Nagib, M.T. (2017), "Modeling of RC shear walls strengthened by FRP composites", J. Struct. Eng. Mech., 61(3), 407-417./   DOI View Article
9 Padanattil, A., Karingamanna, J. and Mini, K.M. (2017), "Novel hybrid composites based on glass and sisal fiber for retrofitting of reinforced concrete structures", Constr. Build. Mater., 133, 146-153./   DOI View Article
10 Tanyildizi, H. (2017), "Prediction of compressive strength of lightweight mortar exposed to sulfate attack", Comput. Concrete, 19(2), 217-226./   DOI View Article