Investigation of wind effect reduction on square high-rise buildings by corner modification
Investigation of wind effect reduction on square high-rise buildings by corner modification
复制标题
方形高层建筑转角改造减风效果研究
DOI:
10.1177/1369433218816111
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发表时间:
2018-12
影响因子:
2.6
通讯作者:
Tee Kong Fah
中科院分区:
文献类型:
--
作者:
Li Yi;Li Yong Gui;Li Qiu Sheng;Tee Kong Fah
Although empirical formulas have been provided in relevant design code for estimating wind loads and wind-induced responses on square high-rise buildings, the effects of corner modification treatments on wind loads and wind-induced responses of square high-rise buildings need to be evaluated quantitatively. In this study, wind pressure measurements for a benchmark square high-rise building and three corner modified square high-rise buildings were first carried out to acquire the spatial-temporal varying pressure distributions. Moreover, the corresponding full-scale finite element models were established in ANSYS software to get their dynamic properties. Combined with wind tunnel test results and modal analysis, wind loads and wind-induced responses of the four square high-rise buildings were calculated and compared for designing the best aerodynamic treatment of reducing wind effects on square high-rise buildings. This article aims to provide visual comparisons of wind effect reduction for structural designers and owners of square high-rise buildings.
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DOI:
10.1016/j.jweia.2017.11.006
发表时间:
2018
影响因子:
4.8
作者:
Li Yi;Tian Xiang;Tee Kong Fah;Li Qiu Sheng;Li Yong Gui
通讯作者:
Li Yong Gui
DOI:
10.1061/(asce)0733-9399(1985)111:2(254
发表时间:
1985
期刊:
Journal of Engineering Mechanics-asce
影响因子:
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通讯作者:
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影响因子:
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通讯作者:
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10.1016/s0167-6105(98)00065-8
发表时间:
1998-04-01
影响因子:
4.8
作者:
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通讯作者:
Kawai, H
DOI:
10.1016/s0167-6105(03)00080-1
发表时间:
2003-09-01
影响因子:
4.8
作者:
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通讯作者:
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