STRUCTURAL BEHAVIOUR OF SUBMERGED FLOATING TUNNELS WITH DIFFERENT CABLE CONFIGURATIONS UNDER ENVIRONMENTAL LOADING

ABSTRACT: This paper presented the structural behaviour of a Submerged Floating Tunnel (SFT) for the Seribu Archipelago crossing under environmental loadings using the different cable configurations. The SFT is a tubular structure submerged in the water at a fixed depth, which features several advantages from the structural, economic and environmental impact points of view. In particular, it seems to be a suitable system for waterway crossings in seismicity zones, because the interaction with the water provides additional damping and inertia to the structural motion. In order to evaluate the SFT structural response to seismic events, response spectrum analyses were  carried out considering for a ground multi-support excitation. The different cable system configuration was considered in this investigation. The static and dynamic  analyses were carried out to find out the best configuration among them. Although they  could not lead to definitive conclusions, the results gave useful indications about the seismic response of Submerged Floating Tunnels. Base on analyses, the SFT with two cable diagonals perpendicular with SFT’s body (called Type C) showed the good results.
Keywords: submerged floating tunnel; stresses, displacement, modals, seismic loading
Author:  Endah Wahyuni, I Gusti Putu Raka and Ery Budiman
Journal Code: jptsipilgg110018

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