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1 Zhou, L. and Huang, Y. (2005), 'The elastic deflection and ultimate bearing capacity of cracked eccentric thinwalled columns', Struct. Eng. Mech., 19(4),401-411/   DOI   Ndsl View Article
2 Lin, S.Y. and Tsai, Y.C. (2005), 'On the natural frequencies and mode shapes of a uniform multi-span beam carrying multiple point masses', Struct. Eng. Mech., 21(3), 351-367/   DOI   Ndsl View Article
3 Chiang, Y.C. (2005), 'The poisson effect on the curved beam analysis', Struct. Eng. Mech., 19(6), 707-720/   DOI   Ndsl View Article
4 Ni, Y.Q., Fan, K.Q., Zheng, G, Ko, J.M. (2005), ' Automatic modal identification and variability in measured vectors ofa cable-stayed bridge ', Struct. Eng. Mech., 19(2),123-139/   DOI   Ndsl View Article
5 Jiang, Aimin and Ding, Haojiang (2004), 'Analytical solutions to magneto-electro-elastic beams', Struct. Eng. Mech., 18(2), 195-209/   DOI   Ndsl View Article
6 Kmet, S. and Holickova, L. (2004), 'Non-linear rheology of tension structural element under single and variable loading history Part II: Creep of steel rope - examples and parametrical study', Struct. Eng. Mech., An Int. J., 18(5), 591-607/   DOI   Ndsl View Article
7 Cheng, J., Xiao, R. and Jiang, J. (2004), 'Probabilistic determination of initial cable forces of cable-stayed bridges under dead loads', Struct. Eng. Mech., An Int. J., 17(2)., 267-279/   DOI   Ndsl View Article
8 Cho, H.N., Choi, Y.M., Lee, S.C. and Hur, C.K. (2004),' Damage assessment of cable stayed bridge using probabilistic neural network ', Struct. Eng. Mech., 17(3-4),483-492/   DOI   Ndsl View Article
9 Chen, H.J., Huang, C.H. and Kao, Z.Y (2004), 'Experimental investigation on steel-concrete bond in lightweight and normal weight concrete', Struct. Eng. Mech., 17(2), 141-152/   DOI   Ndsl View Article
10 Chung, Y.S., Park, C.K. and Lee, E.H. (2004), 'Seismic performance and damage assessment of reinforced concrete bridge piers with lap-spliced longitudinal steels', Struct. Eng. Mech., 17(1), 51-68/   DOI   Ndsl View Article
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