کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
4924970 | 1431107 | 2016 | 11 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Interference effects between two high-rise buildings on wind-induced torsion
ترجمه فارسی عنوان
اثرات تداخل بین دو ساختمان بلند بر روی پیچشی ناشی از باد
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کلمات کلیدی
ساختمان های بلند، پاسخ متقابل پایه، اثر تداخل، سرعت کاهش یافته، رزونانس هیجان انگیز،
موضوعات مرتبط
مهندسی و علوم پایه
مهندسی انرژی
انرژی های تجدید پذیر، توسعه پایدار و محیط زیست
چکیده انگلیسی
The distribution variation and correlation of envelope interference factor (EIF) of the base torsion responses for principal building were studied by applying the rigid model wind tunnel test. The influence factor including different breadth ratio (Br=0.4, 0.6, 0.8, 1.0, 1.2 and 1.4), height ratio (Hr=0.8, 1.0, 1.2 and 1.4), reduced velocity and approaching turbulence intensity were considered. Furthermore, the mechanism and occurrence condition of wake vortex-excited resonance were also studied. Results showed that the maximum value of EIF was 1.9 when vortex-excited resonance failed to happen. The correlation coefficient of EIF between Br=0.8 and Br=1.0 was 90.2%. Vortex-excited torsion resonance which induced from wake of interfering building occurred when Br=0.4, and the maximum value of EIF reached up to 2.98. With increased Hr, the value of EIF increased. Good correlation was shown among different height ratios. For breadth ratios range from 0.3 to 0.5, it was suggested the reduced velocity should be out of the range of 3.33-5.56 to avoid occurring vortex-excited torsion resonance.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Wind Engineering and Industrial Aerodynamics - Volume 159, December 2016, Pages 123-133
Journal: Journal of Wind Engineering and Industrial Aerodynamics - Volume 159, December 2016, Pages 123-133
نویسندگان
X.F. Yu, Z.N. Xie, X. Wang, B. Cai,