CONNECTION

	Behaviour of One and Double Side Non-Welded T RHS Compression Truss Joints J. K. Szlendak and P. A. Oponowicz
	Behaviour of Steel Frames with Partial-Strength Beam-to-Column Connections V. Vimonsatit and F. Tin-Loi
	Experimental Investigation of Flush End-Plate Connection Connected to Column Web M. M. Tahir, I. Juki, C. S. Tan and P. N. Shek
	Numerical Modelling of the Residual Stress Distributions in High Strength Steel Plate-to-Plate T and Y Joint J. Jiang, C. K. Lee, S. P. Chiew and M. S. Zhao
	Ultimate Strength of High Strength Steel Welded Joints S. P. Chiew, Y. Yu, C. K. Lee and J. Jiang
	Fillet Weld Connections to High Strength Steel M. Ginn, M. Pate and T. Wilkinson
	The Behaviour of Cold-Formed Steel Plain Anchor Plate in Compression A. L. Y. Ng and C. C. Mei