تلفن: ۰۴۱۴۲۲۷۳۷۸۱
تلفن: ۰۹۲۱۶۴۲۶۳۸۴

دانلود رایگان مقاله انگلیسی ارزیابی عملکرد لرزه ای از توربین های بادی دریایی با پشتیبانی تک ستون – الزویر ۲۰۱۸

عنوان فارسی: ارزیابی عملکرد لرزه ای از توربین های بادی دریایی با پشتیبانی تک ستون با استفاده از اسناد زلزله های طبیعی بی مقیاس شده
عنوان انگلیسی: Seismic performance assessment of monopile-supported offshore wind turbines using unscaled natural earthquake records
تعداد صفحات مقاله انگلیسی : 19 تعداد صفحات ترجمه فارسی : ترجمه نشده
سال انتشار : 2018 نشریه : الزویر - Elsevier
فرمت مقاله انگلیسی : PDF نوع مقاله : ISI
نوع نگارش : مقالات پژوهشی (تحقیقاتی) پایگاه : اسکوپوس
کد محصول : E10822 رفرنس : دارد
محتوای فایل : PDF حجم فایل : mb 1
رشته های مرتبط با این مقاله: مهندسی عمران، مهندسی مکانیک
گرایش های مرتبط با این مقاله: زلزله، سازه های دریایی، تبدیل انرژی
مجله: دینامیک خاک و مهندسی زلزله - Soil Dynamics and Earthquake Engineering
دانشگاه: Department of Civil Engineering - Queen’s Building
کلمات کلیدی: توربین های بادی، عملکرد لرزه ای، زلزله های پوسته ای، زمین لرزه اسلب، زلزله رابط، تعامل سازه خاک
doi یا شناسه دیجیتال: https://doi.org/10.1016/j.soildyn.2018.03.015
برای سفارش ترجمه این مقاله با کیفیت عالی و در کوتاه ترین زمان ممکن توسط مترجمین مجرب سایت ایران عرضه؛ روی دکمه سبز رنگ کلیک نمایید.
چکیده

ABSTRACT

The number of offshore wind turbine farms in seismic regions has been increasing globally. The seismic performance of steel monopile-supported wind turbines, which are the most popular among viable structural systems, has not been investigated thoroughly and more studies are needed to understand the potential vulnerability of these structures during extreme seismic events and to develop more reliable design and assessment procedures. This study investigates the structural performance assessment of a typical offshore wind turbine subjected to strong ground motions. Finite element models of an offshore wind turbine are developed and subjected to unscaled natural seismic records. For the first time, the sensitivity to earthquake types (i.e. crustal, inslab, and interface) and the influence of soil deformability and modeling details are investigated through cloud-based seismic fragility analysis. It is observed that monopile-supported offshore wind turbines are particularly vulnerable to extreme crustal and interface earthquakes, and the vulnerability increases when the structure is supported by soft soils. Moreover, a refined structural modeling is generally necessary to avoid overestimation of the seismic capacity of offshore wind turbines.

نتیجه گیری

Summary and conclusions

This paper presented an analytical procedure to evaluate the seismic assessment of steel monopile-supported offshore wind turbines, which is a structural typology commonly adopted in seismic-prone countries investing in offshore wind power farms. Modeling details about the structure, foundation, material, inertia, and loading are provided and a finite element model was developed through the open-source structural software OpenSees. Important aspects in the modeling, such as different soil structure interaction modeling approaches, different material behavior and the influence of door opening at the tower base, were also investigated. Models were analyzed through non-linear dynamic analyses using five record sets of input ground motions, that facilitated the comprehensive assessments of the influence of the earthquake types and the soil deformability. Two limit states were considered for the assessment: the serviceability limit state, reached when the chord rotation exceeded 0.5 degrees, and the ultimate limit state, reached when either yielding or local buckling occurs. Based on the thorough analyses of the seismic performance, represented in the paper using seismic fragility functions, the following conclusions can be drawn:

1. The analyzed structural typology is particularly sensitive to extreme crustal and interface records;

2. Higher modes are not negligible, especially if the SSI is explicitly modeled;

3. Frequency content of records associated to deformable soil induces an increased seismic fragility with respect to stiffer soil;