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1 Taskin, B. and Hasgur, Z. (2006), 'Monte Carlo analysis of earthquake resistant R-C 3D shear wall-frame structures', Struct. Eng. Mech., 22, 371-399/   DOI   Ndsl View Article
2 Mahini, M.R. and Seyyedian, H. (2006), 'Effective length factor for columns in braced frames considering axial forces on restraining members', Struct. Eng. Mech., 22(6), 685-700/   DOI   Ndsl View Article
3 Ghodrati Amiri, G., Ashtari, P. and Rahami, H. (2006), 'New development of artificial record generation by wavelet theory', Struct. Eng. Mech., 22(2), 185-195/   DOI   Ndsl View Article
4 Vandoros, K.G. and Dritsos, S.E. (2006), 'Interface treatment in shotcrete jacketing of reinforced concrete columns to improve seismic performance', Struct. Eng. Mech., 23(1), 43-61/   DOI   Ndsl View Article
5 Al-Sadder, S.Z., Othman, R.A. and Shatnawi, A.S. (2006), 'A simple finite element formulation for large deflection analysis of nonprismatic slender beams', Struct. Eng. Mech., 24(6), 647-664/   DOI   Ndsl View Article
6 Lin, H.Y and Tsai, Y.C. (2006), 'On the natural frequencies and mode shapes of a multiple-step beam carrying a number of intermediate lumped masses and rotary inertias', Struct. Eng. Mech., 22(6), 701-717/   DOI   Ndsl View Article
7 Tufekci, E. and Arpaci, A. (2006), 'Analytical solutions of in-plane static problems for non-uniform curved beams including axial and shear deformations', Struct. Eng. Mech., 22(2), 131-150/   DOI   Ndsl View Article
8 Gadalla, M.A. and Abdalla, J.A. (2006), 'Modeling and prediction of buckling behavior of compression members with variability in material and/or section properties', Struct. Eng. Mech., 22, 631-645/   DOI   Ndsl View Article
9 Mahini, M.R. and Seyyedian, H. (2006), 'Effective length factor for columns in braced frames considering axial forces on restraining members', Struct. Eng. Mech., 22, 685-700/   DOI   Ndsl View Article
10 Rahman, M.A., Qiu, J. and Tani, J. (2006), 'Buckling and postbuckling behavior of solid superelastic shape memory alloy shafts', Struct. Eng. Mech., 23(4), 339-352/   DOI   Ndsl View Article