Evaluation of Wind Power Plants from the Aspect of Earthquake Design
Loading...

Date
2025
Authors
tolga cimilli
Murat Eröz
Cuneyt Tuzun
Mustafa Erdik
Journal Title
Journal ISSN
Volume Title
Publisher
Turkish Chamber Civil Engineers
Open Access Color
Green Open Access
No
OpenAIRE Downloads
OpenAIRE Views
Publicly Funded
No
Abstract
In recent years Türkiye has steadily invested in renewable energy including wind turbines Conseqently their share in the total generation of energy in the country has been increasing every year. Considering the cost of wind power plants together with the targeted amount of energy generation earthquake planning for these systems becomes crucial. Earthquakes are one of the principal risks of wind energy investments especially when considering the earthquake hazard level in a large portion of the country. Under the present circumstances the companies producing wind turbines conduct the analysis and planning they deem necessary and forward these to the investors in our country. The extent to which manufacturers consider earthquake parameters and analysis methods in the design of wind turbines for earthquake resistance is not well-defined. The lack of clarity makes it difficult for investors to accurately evaluate the suitability of wind turbine tower and foundation designs for the specific conditions of the country. This study evaluates earthquake design methods by investigating the regulations used in the design of wind turbines around the world. The magnitude of ground motion considered in the earthquake design the method of analysis used the load combinations on which the designs are based and the criteria for the designs have been inspected. Moreover the design documents for a wind turbine that is being constructed have been examined in detail with the earthquake design stage being especially scrutinized. Assessments and recommendations have been made regarding the design specifications analysis methods and criteria used in the analysis and design of the wind turbines currently being built in our country. Subsequently obtained recommendations have been taken into consideration to propose an earthquake design procedure for the earthquake design of wind turbines.
Description
Keywords
Design Criteria, Wind Power, Çevre Bilimleri, Seismic Design, Enerji Ve Yakıtlar, İnşaat Mühendisliği
Fields of Science
Citation
IEC 61400-1 Wind Energy Generation Systems - Part 1: Design RequirementsEUROPEAN STANDARD NORME EUROPEENNE EUROpAISCHE NORM EN 1998-1 December 2004API Recommended Practice 2A-WSD Planning Design and Constructing Fixed Offshore Platforms—Working Stress DesignInternational Building Code 2018Minimum Design Loads and Associated Criteria for Buildings and Other Structures ASCE/SEI 7-16Minimum Design Loads and Associated Criteria for Buildings and Other Structures ASCE/SEI 7-05Turkish Standards TS EN 61400 -1 (April 2006) Wind turbines - Part 1: Design requirements Wind turbine generator systems Part 1: Safety requirements (IEC 61400-1:1999 modified)INTERNATIONAL STANDARD IEC 61400-1 Wind turbines - Part 1: Design requirements 2005ACP 61400-1-202x Wind Energy Generation Systems – Part 1: Design requirements – Modified Adoption of IEC 61400-1SASO IEC 61400-3-1: 2020 IEC 61400-3-1: 2019 Wind energy generation systems – Part 3-1: Design requirements for fixed offshore wind turbinesGermanischer Lloyd: Guideline for the Certification of Wind Turbines Basic Principles for Design and Construction 2010DNVGL-ST-0437 Edition November 2016 Loads and site conditions for wind turbinesDNV GL AS DNVGL-ST-0437 Edition November 2016 Loads and site conditions for wind turbinesASCE/AWEA RP2011 Recommended Practice for Compliance of Large Land-based Wind Turbine Support StructuresLi-Xin Duan Wen-Da Wang Long Zheng Yan-Li Shi \"Dynamic response analysis of monopile CFDST wind turbine tower system under wind-wave-seismic coupling action\" Thin-Walled Structures Volume 202 September 2024 112089
WoS Q
Scopus Q

OpenCitations Citation Count
N/A
Source
Turkish Journal of Civil Engineering
Volume
36
Issue
3
Start Page
109
End Page
125
PlumX Metrics
Citations
Scopus : 0
Captures
Mendeley Readers : 2
Google Scholar™




