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1 Al-Zaid, R.Z. (2004), "Long-term flexural cracking of reinforced concrete members", Struct. Eng. Mech., An Int. J., 17(1), 15-27./   DOI   Ndsl View Article
2 Ye, J.Q., Sheng, H.Y. and Qin, Q.H. (2004), "A state space finite element for laminates with free edges and subjected to transverse and in-plane loads", Comput. Struct., 82(15-16), 1131-1141./   DOI   Ndsl View Article
3 Yun, H.D., Choi, C.S. and Lee, L.H. (2004), "Earthquake loading of high-strength concrete walls", Proc. of the Inst. of Civil Engineers, Structures and Buildings, 157, SB3, 201-209./   DOI   Ndsl View Article
4 Yun, H.D., Choi, C.S. and Lee, L.H. (2004), "Behaviour of high-strength concrete flexural walls", Proc. of the Inst. of Civil Engineers, Structures and Buildings, 157, SB2, 137-148./   DOI   Ndsl View Article
5 Quintanilla, R. (2004), "Comparison arguments and decay estimates in non-linear viscoelasticity", Int. J. Non- Linear Mechanics, 39(1), 55-61./   DOI   Ndsl View Article
6 Shin, M. and LaFave, J.M. (2004b), "Reinforced concrete edge beam-column-slab connections subjected to earthquake loading", Magazine of Concrete Research, 56(5), 273-291./   DOI   Ndsl View Article
7 Shin, M. and LaFave, J.M. (2004a), "Seismic performance of reinforced concrete eccentric beam-column connections with floor slabs", ACI Struct. J., 101(3), 403-412./ View Article
8 Kmet, S. (2004), "Non-linear rheology of tension structural element under single and variable loading history part I. Theoretical derivations", Struct. Eng. Mech., An Int. J., 18(5), 564-588./ View Article
9 Park, J.S., Stallings, J.M. and Kang, Y.J. (2004), "Lateral-torsional buckling of prismatic beams with continuous top-flange bracing", J. Const. Steel Res., 60(2), 147-160./   DOI   Ndsl View Article
10 Rossetto, T. and Elnashai, A.S. (2003), "Derivation of vulnerability functions for European-type RC structures based on observational data", Engineering Structures, Accepted for Publication February./ View Article