International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 10 Issue: 08 | Aug 2023
p-ISSN: 2395-0072
www.irjet.net
DYNAMIC STABILITY OF TRANSMISSION TOWER RESTING ON PILE FOUNDATION Miss. Utkarsha Kumar Kamble1, Prof. Dr. C.B. Pol2 1 Student, Civil Engineering Department, walchand college of engineering, Sangli , Maharashtra India
2 Professor, Civil Engineering Department, walchand college of engineering, Sangli, Maharashtra India
---------------------------------------------------------------------***--------------------------------------------------------------------continue to be located further away from the local population. Abstract –
It also has greater construction area in the seas and oceans. As a result, we can generate more cleanly sustainable energy.
The dynamic analysis of a floating offshore wind turbine is at the frontier of green energy/renewable energy, and this structure has a big potential to provide clean, inexpensive energy quickly. Offshore wind turbines continue to rise in popularity. The growing use of renewable energy and technology in recent decades has widened the scope of energy study.
2. FORMULATION AND METHODOLOGY Equation of motion is used for dynamic analysis of floating offshore wind turbine. This equation of motion based on finite element method. Methodology of analysis and design for floating offshore wind turbine Bently modeler software is used this software is on advanced suite of hydrostatic software that provide for the accurate calculation and simulation of offshore floating system.
The major analyses in this study include the dynamic analysis of a tension legged platform built for wave loading. This paper also includes the methods for designing a 10 megawatt (10MW) triple spar with mooring. While the anchoring mechanism holds the platform in place and prevents drifting. It is also based on experimental fatigue damage and the calculation of fatigue damage and structure service life with a comparison of characteristics of various types of floating offshore wind turbine platforms. Based on strip theory, the bently moses integrated software is employed. A specific line of study seeks to go beyond the technical in order to evaluate the practical, practicable, and actual possibilities for dynamic analysis of offshore floating wind turbines.
2.1 Model Analysis General properties of model 1) Structure type – transmission tower building 2) Plan area– 196 sq meter 3) Height of building – 35.00 m
1. INTRODUCTION
4) Section property – ISA 200 X 200 X 25
The advancement of infa in wind power technology has resulted in massive wind turbines. So far, it has only been put on land and in shallow or low water levels. The floating offshore wind turbine outperforms the onshore turbine. The floating wind turbine at sea will not disrupt life on land. Furthermore, there is a better wind efficiency in the sea, which aids in the creation of renewable energy in an inexpensive manner. The tension legged platform is a floating platform that is combined with buoyancy forces as well as tensile pressures generated by tube links, to the Hull and anchor into the seabed.
5) Steel – Fe500 6) Dead load – 1.00 KN/m 7) Live load – 5.00 Kn/m for wing node Here we are create transmission tower in SAP200 V.23 structure model are showing below,
Unlike the only spar type that requires offshore assembly. Also, to reduce the cost of floating offshore wind turbines. High fidelity design and modeling tools are required for wind energy to establish itself as a dependable technology. Despite being miles distant from the coast, floating offshore wind turbines are more efficient and provide better speed and consistency in any direction. They also have a lower environmental effect. The floating offshore wind turbines
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