کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6757199 1431094 2018 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Aerodynamic admittance of truss girder in homogenous turbulence
ترجمه فارسی عنوان
پذیرش آئرودینامیکی تیرهای تراس در آشفتگی همگن
کلمات کلیدی
پذیرش آئرودینامیک، پایه تراس، اندازه گیری نیروی پویا با فرکانس بالا، آزمون تونل باد،
موضوعات مرتبط
مهندسی و علوم پایه مهندسی انرژی انرژی های تجدید پذیر، توسعه پایدار و محیط زیست
چکیده انگلیسی
2-wavenumber lift admittance of equivalent truss cross-section reveals energy transferring trend of this structure: gathering turbulence energy mainly to a relative low wavenumber scope. 2-dimensional admittance is larger than 3-dimensional admittance at reduced frequency range from 0.03∼0.6, which might cause imprecise buffeting response calculation. 3-dimensional segmental admittance is in parallel lower that cross-sectional admittance, most possibly due to aerodynamic force redistribution on truss segment. Span-wise coherence and correlation coefficient of equivalent cross-section are obtained and observed a little smaller than that of segment, which is reasonable, for truss girder has already “averaged” cross-sectional correlation. The result proved buffeting force's correlation is larger than turbulence's once again. (a) 2-wavenumber lift admittance of equivalent cross-section. (b) Comparison of 3 dimensional segmental admittance, 2-dimensional and 3-dimensional cross-sectional admittance and Sears function. (c) Span-wise coherence of equivalent cross-section under different intervals. (d) Span-wise correlation of equivalent cross-section and its comparison with segmental and turbulence correlation.178
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Wind Engineering and Industrial Aerodynamics - Volume 172, January 2018, Pages 152-163
نویسندگان
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