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    Impact of Climate Change on Design of Offshore Wind Turbine Considering Dynamic Soil–Structure Interaction

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2017:;volume( 139 ):;issue: 006::page 61903
    Author:
    Bisoi
    ,
    Swagata;Haldar
    ,
    Sumanta
    DOI: 10.1115/1.4037294
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This study assesses the serviceability and fatigue limit states of the offshore wind turbine (OWT) founded in clay incorporating the impact of climate change. Two different offshore locations at east and west coasts in India are chosen. The ensemble of future time series of wind speed, wave height, and period is forecasted using statistical downscaling model (SDSM) at the regional level using the general circulation model (GCM) corresponding to the A1B, A2, and B1 emission scenarios. The downscaling model is calibrated by comparing simulations driven by the National Centers for Environmental Prediction (NCEP) high-resolution data and station data. Responses of OWT are obtained from dynamic analysis in a time domain using finite element (FE). The tower and monopile are modeled as Euler–Bernoulli beam, and soil resistance is modeled as American Petroleum Institute (API)-based p–y springs. The study shows future wind and wave loads are site specific, and it increases in the west coast and decreases in the east coast of India due to climate change. The simulation shows a substantial increase in future wind energy production at west coast compared to that of the east coast; however, safety margin considering serviceability and fatigue life decreases which requires modification in the design.
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      Impact of Climate Change on Design of Offshore Wind Turbine Considering Dynamic Soil–Structure Interaction

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4242842
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorBisoi
    contributor authorSwagata;Haldar
    contributor authorSumanta
    date accessioned2017-12-30T11:43:34Z
    date available2017-12-30T11:43:34Z
    date copyright8/22/2017 12:00:00 AM
    date issued2017
    identifier issn0892-7219
    identifier otheromae_139_06_061903.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4242842
    description abstractThis study assesses the serviceability and fatigue limit states of the offshore wind turbine (OWT) founded in clay incorporating the impact of climate change. Two different offshore locations at east and west coasts in India are chosen. The ensemble of future time series of wind speed, wave height, and period is forecasted using statistical downscaling model (SDSM) at the regional level using the general circulation model (GCM) corresponding to the A1B, A2, and B1 emission scenarios. The downscaling model is calibrated by comparing simulations driven by the National Centers for Environmental Prediction (NCEP) high-resolution data and station data. Responses of OWT are obtained from dynamic analysis in a time domain using finite element (FE). The tower and monopile are modeled as Euler–Bernoulli beam, and soil resistance is modeled as American Petroleum Institute (API)-based p–y springs. The study shows future wind and wave loads are site specific, and it increases in the west coast and decreases in the east coast of India due to climate change. The simulation shows a substantial increase in future wind energy production at west coast compared to that of the east coast; however, safety margin considering serviceability and fatigue life decreases which requires modification in the design.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleImpact of Climate Change on Design of Offshore Wind Turbine Considering Dynamic Soil–Structure Interaction
    typeJournal Paper
    journal volume139
    journal issue6
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4037294
    journal fristpage61903
    journal lastpage061903-11
    treeJournal of Offshore Mechanics and Arctic Engineering:;2017:;volume( 139 ):;issue: 006
    contenttypeFulltext
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