Comparative study of Structural Systems for Deep Water RCC pile berth with respect to various Oceanographic and Vessel parameters
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Dec-18
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Conference Paper
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The study aims to analyze and design deep water RCC pile berth for Panamax and Capesize vessels and its effects on two types of structural systems-Primary and Secondary beams system (P-S system) and All Main beam system (P system), in terms of axial force, moments and material consumption, with respect to various oceanographic parameters such as depth of water, wave height, tidal variation at Vishakhapatnam, Machhlipatnam, Okha and Port Blair. The ports represent seismic zones II, III, IV and V as per IS1893 Part 1:2016 respectively. Different soil conditions and varying pile spacing for both the systems have also been incorporated. The results suggest that P system is economical over P-S system. Also, P system has achieved to withstand forces at rougher conditions to which P-S system has been discarded.
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Faculty of Technology
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Structural systems, Seismic zones, Pile spacings, Water depths, Soil conditions
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Structural Engineering Convention 2018 (SEC 2018)- Jadavpur University