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1 Ni, P., Petrini, L. and Paolucci, R. (2014), "Direct displacement-based assessment with non-linear soilstructure interaction for multi-span reinforced concrete bridges", Struct. Infrastruct. Eng., doi: 10.1080/15732479.2013.802813./   DOI View Article
2 Bayramoglu, G., Ozgen, A. and Altinok, E. (2014), "Seismic performance evaluation and retrofitting with viscous fluid dampers of an existing bridge in Istanbul", Struct. Eng. Mech., 49(4), 463-477./   DOI View Article
3 Park, J.J., Yoo, D.Y., Kim, S.W. and Yoon, Y.S. (2014), "Benefits of using expansive and shrinkage reducing agents in ultra-high-performance concrete for volume stability", Mag. Concrete. Res. (In press)/ View Article
4 Yoo, D.Y., Park, J.J., Kim, S.W. and Yoon, Y.S. (2014), "Influence of reinforcing bar type on autogenous shrinkage stress and bond behavior of ultra high performance fiber reinforced concrete", Cement. Concrete. Comp. (In press)/ View Article
5 Kaloop, M.R. and Li, H. (2014), "Multi input-single output models identification of tower bridge movements using GPS monitoring system", Measurement J., 47, 531- 539./   DOI View Article
6 Casciati, S. and Faravelli, L. (2014), "Quantity vs. quality in the Model Order Reduction (MOR) of a linear system", Smart Struct. Syst., 13(1), 99-109./   DOI   Ndsl View Article
7 Khazaee, A. and Lotfi, V. (2014), "Application of perfectly matched layers in the time harmonic analysis of dam-reservoir systems", Earthq. Struct. (Unpublished results)/ View Article
8 Khazaee, A. and Lotfi, V. (2014), "Application of perfectly matched layers in the transient analysis of damreservoir systems", Soil Dyn. Earthq. Eng., 60, 51-68./   DOI   Ndsl View Article
9 Jiang, S.Y., Du, C.B. and Gu, C.S. (2014) "An investigation into the effects of voids, inclusions and minor Cracks on major Crack propagation by using XFEM", Struct. Eng. Mech., 49(5), 597-618./   DOI   Ndsl View Article
10 He, J., Liu, Y., Chen, A., Wang, D. and Yoda, T. (2014), "Bending behavior of concrete-encased composite I-girder with corrugated steel web", Thin Wall. Struct., 74, 70-84./   DOI   Ndsl View Article