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1 Yu, S.Y., Choi, H.S., Park, K.S., Kim, Y.T., Kim, D.K., 2017. Advanced procedure for estimation of pipeline embedment on soft clayed seabed. Struct. Eng. Mech. 62 (4), 381-389./   DOI View Article
2 Kim, Y.T., Kim, D.K., Choi, H.S., Yu, S.Y., Park, K.S., 2017. Fatigue performance of deepwater steel catenary riser considering nonlinear soil effect. Struct. Eng. Mech. 61 (6), 737-746./   DOI View Article
3 Xin, R., Yao, J. and Zhao, Y. (2017), "Experimental research on masonry mechanics and failure under biaxial compression", Struct. Eng. Mech., 61(1), 161-169./   DOI View Article
4 Doven, M.S. and Kafkas, U. (2017), "Micro modelling of masonry walls by plane bar elements for detecting elastic behavior", Struct. Eng. Mech., 62(5), 643-649./   DOI View Article
5 Bellifa, H., Benrahou, K.H., Bousahla, A.A., Tounsi, A. and Mahmoud, S.R. (2017b), "A nonlocal zeroth-order shear deformation theory for nonlinear postbuckling of nanobeams", Struct. Eng. Mech., 62(6), 695-702./   DOI View Article
6 El-Haina, F., Bakora, A., Bousahla, A.A., Tounsi, A. and Mahmoud, S.R. (2017), "A simple analytical approach for thermal buckling of thick functionally graded sandwich plates", Struct. Eng. Mech., 63(5), 585-595./   DOI View Article
7 Khetir, H., Bachir Bouiadjra, M., Houari, M.S.A., Tounsi, A. and Mahmoud, S.R. (2017), "A new nonlocal trigonometric shear deformation theory for thermal buckling analysis of embedded nanosize FG plates", Struct. Eng. Mech., 64(4), 391-402./   DOI View Article
8 Sekkal, M., Fahsi, B., Tounsi, A. and Mahmoud, S.R. (2017b), "A new quasi-3D HSDT for buckling and vibration of FG plate", Struct. Eng. Mech., 64(6), 737-749./   DOI View Article
9 Zidi, M., Houari, M.S.A., Tounsi, A., Bessaim, A. and Mahmoud, S.R. (2017), "A novel simple two-unknown hyperbolic shear deformation theory for functionally graded beams", Struct. Eng. Mech., 64(2), 145-153./ View Article
10 Setoodeh, A. and Rezaei, M. (2017), "Large amplitude free vibration analysis of functionally graded nano/micro beams on nonlinear elastic foundation", Struct. Eng. Mech., 61(2), 209-220./   DOI View Article