| 1 |
Biancolini, M.E., Brutti, C. and Porziani, S. (2009), "Analysis of corrugated board panels under compression load", Steel. Compos. Struct., 9(1), 1-17./
|
|
| 2 |
Li, G., Wang, P. and Hou, H. (2009), "Post-buckling behaviours of axially restrained steel columns in fire", Steel Compos. Struct., 9(2), 89-101./
|
|
| 3 |
Shanmugam, N.E., Basher, M.A. and Khalim, A.R. (2009), "Ultimate load behaviour of horizontally curved composite plate girders", Steel. Compos. Struct., 9(4), 325-348./
|
|
| 4 |
Xue, W. and Yang, F. (2009), "Experiment research on seismic performance of prestressed steel reinforced high performance concrete beams", Steel. Compos. Struct., 9(2), 159-172./
|
|
| 5 |
Y.S. Huang., Y. L. Long. and J. Cai., (2008), "Ultimate strength of rectangular concrete-filled steel tubular (CFT) stub columns under axial compression", Steel and Composite Struct., 8(2), 115-128./
|
|
| 6 |
Santiago, A., Silva, L., Vaz, G., Real, P.V. and Lopes, A.G. (2008), "Experimental investigation of the behavior of a steel sub-frame under a natural fire", Steel Compos. Struct., 8(3), 243-264./
|
|
| 7 |
Hyung-Joon Ahn and Soo-Hyun Ryu (2008), "Experimental study on flexural strength of reinforced modular composite profiled beams," Steel. Conpos. Struct., 8(4), 313-328./
|
|
| 8 |
Lee, K.L., Hsu, C.M. and Chang, K.H. (2008), "Endochronic simulation for the response of 1020 carbon steel under symmetric and unsymmetric cyclic bending with or without external pressure", Steel. Compos. Struct. 8(2), 99-114./
|
|
| 9 |
Lee, S.J. (2007), "Capacity and moment-curvature relationship of high-strength concrete filled steel tube columns under eccentric loads", Steel Compos. Struct. 7(2), 135-160./
|
|
| 10 |
Hyung-Joon Ahn and Soo-Hyun Ryu (2007), "Experimental study on flexural strength of modular composite profile beams," Steel. Conpos. Struct., 7(1), 71-85./
|
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