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Analysis and Design of Cantilevered Steel False Work Systems Subjected to Earthquake LoadsBy Mohamed Salah El-Din Darwish, Ahmed Hatem Romaih, Sama Tarek Taha, Khaled Nassar
Abstract: Construction of buildings with non-typical floors has been always problematic in extending the false work all over the height to support non-regular cantilevered slabs extending from upper floors. Cantilevered frames supporting formwork systems with no need for extending the false work along the height of the building have been recently designed in previous studies. However, the need to design such cantilevers in order to withstand dynamic loads has emerged. Within …
Published in Journal of Construction Engineering, Technology & Management · Vol. 6, Issue 3, 2016 · pp. 35–37 Read article →