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1 Kwag S, Oh J, Lee JM, Ryu JS. Bayesian-based seismic margin assessment approach: application to research reactor system. Earthquakes and Structures. 2017 June;12(6):653-663./   DOI View Article
2 Benadouda, M., AitAtmane, H., Tounsi, A., Bernard, F. and Mahmoud, S.R. (2017), "An efficient shear deformation theory for wave propagation in functionally graded material beams with porosities", Earthq. Struct., 13(3), 255-265./   DOI View Article
3 Kwag, S., Oh, J., Lee, J.-M., and Ryu, J.-S., 2017, "Bayesian-based seismic margin assessment approach: Application to research reactor," Earthq. Struct., Vol. 12, No. 6, pp. 653-663./   DOI View Article
4 Yang, Y., Liu, R., Xue, Y. and Li, H. (2017), "Experimental study on seismic performance of reinforced concrete frames retrofitted with eccentric buckling-restrained braces (BRBs)", Earthq. Struct., 12(1), 79-89./   DOI View Article
5 Flogeras, A.K. and Papagiannopoulos, G.A. (2017), "On the seismic response of steel buckling-restrained braced structures including soil-structure interaction", Earthq. Struct., 12(4), 469-478./   DOI View Article
6 Maedeh, P., Ghanbari, A. and Wu, W. (2017b), "Estimation of elevated tanks natural period considering fluid-structure-soil interaction by using new approaches", Earthq. Struct., 12(2), 145-152./   DOI View Article
7 Zhang, Y.T., Ding, X.L., Huang, S.L., Pei, Q.T. and Wu, Y.J. (2017), "A framework for modelling mechanical behavior of surrounding rocks of underground openings under seismic load", Earthq. Struct., 13(6), 519-529./   DOI View Article
8 Bayat, M., Pakar, I. and Cao, M.S. (2017c), "Energy based approach for solving conservative nonlinear systems", Earthq. Struct., 13(2),131-136/   DOI View Article
9 Baros, D.K. and Anagnostopoulos, S.A. (2017), "A new approach for 3-D pushover based analysis of asymmetric buildings: development and initial evaluation", Earthq. Struct., 12(5), 543-557./   DOI View Article
10 Ghosh, S. and Chakraborty, S. (2017), "Simulation based improved seismic fragility analysis of structures", Earthq. Struct., 12(5), 569-581./   DOI View Article