دانلود مقاله ISI انگلیسی شماره 149071
ترجمه فارسی عنوان مقاله

یک روش تفاوت طیفی کلی برای محاسبه حداقل فاصله ایمنی برای جلوگیری از تپش ساختار مجاور در طول زلزله

عنوان انگلیسی
A general spectral difference method for calculating the minimum safety distance to avoid the pounding of adjacent structures during earthquakes
کد مقاله سال انتشار تعداد صفحات مقاله انگلیسی
149071 2017 10 صفحه PDF
منبع

Publisher : Elsevier - Science Direct (الزویر - ساینس دایرکت)

Journal : Engineering Structures, Volume 150, 1 November 2017, Pages 646-655

ترجمه کلمات کلیدی
ساختمان مجاور، بارگیری غیرمعمول، تپش لرزه، فاصله ایمنی، روش شبه تحریک، روش تفاوت طیفی،
کلمات کلیدی انگلیسی
Adjacent building; Non-proportional damping; Seismic pounding; Safety distance; Pseudo-excitation method; Spectral difference method;
پیش نمایش مقاله
پیش نمایش مقاله  یک روش تفاوت طیفی کلی برای محاسبه حداقل فاصله ایمنی برای جلوگیری از تپش ساختار مجاور در طول زلزله

چکیده انگلیسی

With the development of cities, buildings have become increasingly concentrated. Therefore, there are serious potential collision dangers between the adjacent buildings or the building partitions under earthquakes, hence buildings need to set the appropriate safety distance to avoid pounding. However, the calculation of the minimum safety distances (MSD) of the adjacent buildings in Chinese Code is rough and arbitrary, while the traditional response spectrum method is derived based on the assumption of proportional damping and it is difficult to consider the non-proportional damping characteristics for large and complex building systems. Based on the above, this paper proposes a new general spectral difference method (gSDM) to calculate the MSD. First, the pseudo-excitation method is used to derive the relative displacement random expression of adjacent buildings during earthquakes. Then, combined with the response spectrum method, the gSDM formula is established, in addition, the explicit expressions of combination coefficient in the gSDM formula are given. Finally, the examples of two adjacent multi-storey shear-buildings are used to illustrate the accuracy and wide adaptability of the gSDM during the El-Centro earthquake. The results compared and discussed in detail with the classical spectral difference method (cSDM), SRSS method and time history analysis.