Buch, Englisch, 826 Seiten, Format (B × H): 171 mm x 244 mm, Gewicht: 1490 g
Research and Development
Buch, Englisch, 826 Seiten, Format (B × H): 171 mm x 244 mm, Gewicht: 1490 g
ISBN: 978-0-08-043003-4
Verlag: Elsevier Science & Technology
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
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.