J. Y. Richard Liew is a professor in the Department of Civil and Environmental Engineering at the National University of Singapore, Singapore. He is also a chartered engineer in the UK, a professional engineer in Singapore, and a chartered professional engineer of the Association of Southeast Asian Nations. He has co-authored 5 books, more than 400 technical publications, sits on the boards of international journals, holds several honorary positions, and is a key person responsible for the development of Singapore’s national annexes for the design and steel and composite structures using Eurocodes 3 and 4.

• Section headings and selected papers: Keynote Papers. Smart thin-walled structures (K.P. Chong, B.K. Wada). Light gauge steel framing for house construction (J.M. Davies). Design of steel arches (N.S. Trahair et al.). General Session Papers. Section I: Aluminum. Buckling of aluminum plates (M. Langseth et al.). Section II: Cold-Formed and Light Gauge Steel Structures. Local failures in trapezoidal steel claddings (M. Mahendran, R.B. Tang). Section III: Composite and Ferrocement. Lateral distortional buckling of composite cantilevers (M.A. Bradford). The dynamic response of filled thin-walled steel sections (H.D. Wright, A.W. Mohamed). Section IV: Compression Members. Design procedures for stub-columns (K.Y. Teo, S.M. Chou). Influences of welding imperfections on buckling/ultimate strength of ship bottom plating subjected to combined bi-axial thrust & lateral pressure (T. Yao et al.). Section V: Analysis and Design. A rectangular plate element for ultimate strength analysis (K. Masaoka et al.). Investigation of collapsed rack storage systems (R.H.R. Tide, F.A. Calabrese). Section VI: Perforated Members. Design of perforated plates under in-plane compression (V. Thevendran et al.). Section VII: Shells and Pressure Vessels. Inelastic buckling of a layered conical shell (J. Zielnica). Strength of reticulated shells designed by second-order elastic analysis (S. Kato et al.). Section VIII: Shear and Bending. Dynamic equilibriums of nonprismatic thin-walled beams considering the effects of transverse shear deformations defined on an arbitrary coordinate system (C.N. Chen). Section IX: Tubular Members and Bridge Piers. Cyclic loading test of steel octagonal section pier models (M. Suzuki, T. Aoki). Elasto-plastic instability of steel compression tubular members subjected to cyclically applied bi-directional horizontal loads (E. Watanabe et al.). Author index. Keyword index.

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