Journal Papers

1. Young, B. and Hartono, W. (2002): “Compression Tests of Stainless Steel Tubular Members”, Journal of Structural Engineering, ASCE, 128(6), pp. 754-761.

2. Hartono, W. (2002): "A Floating Tied Platform for Generating Energy from Ocean Current", Renewable Energy, 25(1), pp. 15-20.

3. Hartono, W. (2001): "On the Post-buckling Behavior of Elastic Fixed-End Column with Central Brace", Zeitschrift fur Angewandte Mathematik und Mechanik, 81(9), pp. 605-611.

4. Hartono, W. (2000): "Behavior of Variable Length Elastica with Frictional Support under Follower Force", Mechanics Research Communications, 27(6), pp. 653-658.

5. Hartono, W. (1998): "A Floating Tied System for an Offshore Airport" Ocean Engineering, 25(7), pp. 591-596.

6. Hartono, W. (1997): "Elastica of Cantilever Beam under Two Follower Forces", Advances in Structural Engineering, 1(2), pp. 139-145.

7. Hartono, W. (1997): "Elastic Nonlinear Behaviour of Truss System under Follower and Non-Follower Forces", Journal of Computers and Structures, 63(5), pp. 939-949.

8. Hartono, W. (1996): "An Alternative Structural System for Offshore Airports", Ocean Engineering, 23(6), pp. 545-550.

9. Hartono, W. and Nishino, F. (1991): "Imperfection Behavior of Elastic Nonlinear System Illustrated by A Three Degree of Freedom Model", AIAA Journal, 29(9), pp. 1507-1514.

10. Nishino, F. and Hartono, W. (1989): " Influential Mode of Imperfection on Carrying Capacity of Structures", Journal of Engineering Mechanics, ASCE, 115(10), pp. 2150-2165.

11. Ikeda, K., Nishino, F., Hartono, W. and Torii, K. (1988): "Bifurcation Behavior of An Axisymmetric Elastic Space Truss", Proc. of JSCE, Structural Engineering/Earthquake Engineering, 5(1), pp. 209s-212s.

12. Hartono, W. , Nishino, F., Fujiwara, O. and Karasudhi, P. (1987): "On Tracing Bifurcation Equilibrium Paths of Geometrically Nonlinear Structures", Proc. of JSCE, Structural Engineering/Earthquake Engineering, 4(1), pp. 11s-17s.

13. Nishino, F., Hartono, W. , Fujiwara, O. and Karasudhi, P. (1987): "A Study of Stability and Behavior at the Critical Point by the Taylor Expansion", Proc. of JSCE, Structural Engineering/Earthquake Engineering, 4(1), pp. 1s-9s.

Stained glass window of Peter Lougheed House, Calgary

Conference Papers

1. Young, B. and Hartono, W. (2001): "Experimental Investigation of Stainless Steel Circular Hollow Section Columns, Proceeding of Third International Conference on Thin-Walled Structures, Cracow, Poland, 5-7 June 2001, pp. 257-265.

2. Hartono W. and Sng, M.T. (1998): "A floating tied System for offshore airports", Proceeding of XIIIth FIP Congress and Exhibition, Amsterdam, Vol. 2, pp. 785-788.

3. Hartono W. and Chiew S.P. (1996): "Composite Behaviour of Half Castellated Steel Beam with Concrete Top Slab", Proceeding of International Conference on Advances in Steel Structures, Hong Kong, Vol. 1, pp. 437-442.

4. Hartono W. and Chiew S.P. (1995): "Composite Behaviour of Castellated Steel Beams with Concrete Top Slab" Proceeding of 4th Pacific Structural Steel Conference, Singapore, Vol. 3, pp. 69-76.

5. Hartono W. (1994): "Nonlinear Behavior of Elastic Truss System under Follower and Non-Follower Forces", Proceeding of International Conference on Computational Methods in Structural and Geotechnical Engineering, Hong Kong, Vol. 2, pp. 589-594.

6. Hartono, W. (1987): "On the Worst Imperfection Mode of Nonlinear Structures", Proceeding of Annual JSCE Conference, Sapporo (Japan).

7. Nishino, F., Hartono, W., Fujiwara, O. and Karasudhi, P. (1985): Numerical Analysis of Bifurcation Equilibrium Paths of Geometrically Nonlinear Structures, Proceedings of the Second International Conference on Civil and Structural Engineering Computing (CIVIL-COMP 85), London, Vol. 2, pp. 71-78.