General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sections

In the past decades, great progress has been made in analyzing lateral torsional buckling of slender beams. The phenomena has been accurately described by differential equations, closed form solutions are available for specific cases and the solution for any load and any boundary condition can be obtained by finite element analysis. Timber and...

Project Walvis Bay: Iintegrated approach for the long-term development of the Port of Walvis Bay

The objective of the project is to ‘develop a financially- and technically feasible development strategy for the Port of Walvis Bay, taking account of the uncertainties of future events’. As there is a high degree of uncertainty in the future demands for services, the attention is focussed on designing a development strategy that maximizes the...