Citation: | YU Xian-feng, XIE Zhuang-ning, LIU Mu-guang, LIU Hai-ming. INTERFERENCE EFFECTS ON ALONG-WIND ACCELERATION BETWEEN TWO HIGH-RISE BUILDINGS[J]. Engineering Mechanics, 2017, 34(12): 143-149,170. DOI: 10.6052/j.issn.1000-4750.2016.08.0638 |
[1] |
张敏, 楼文娟, 何鸽俊, 沈国辉, 陈水福. 群体高层建筑风荷载干扰效应的数值研究[J]. 工程力学, 2008, 25(1):179-185. Zhang Min, Lou Wenjuan, He Gejun, Shen Guohui, Chen Shuifu. Numerical study on interference effects of wind loads about a cluster of tall buildings[J]. Engineering Mechanics, 2008, 25(1):179-185. (in Chinese)
|
[2] |
李正农, 李兵, 程杰, 康建彬. 相邻柜体干扰对煤气柜风致基底剪力的影响[J]. 工程力学, 2017, 34(11):102-108. Li Zhengnong, Li Bing, Cheng Jie, Kang Jianbin. Influence of adjacent gas holder interference on wind-induced base shear of gas holder[J]. Engineering Mechanics, 2017, 34(11):102-108. (in Chinese)
|
[3] |
陈波, 贾蕗宇, 张丽娜, 杨庆山. 单个建筑物对平屋面风荷载的干扰效应试验研究[J]. 工程力学, 2013, 30(12):78-84. Chen Bo, Jia Luyu, Zhang Li'na, Yang Qingshan. Wind interference effects of one similar building on flat roofs with experiments[J]. Engineering Mechanics, 2013, 30(12):78-84. (in Chinese)
|
[4] |
Yu X F, Xie Z N, Wang X, Cai B. Interference effects between two high-rise buildings on wind-induced torsion[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2016, 159(1):123-133.
|
[5] |
梁枢果, 邹良浩, 郭必武. 基于刚性模型测压风洞试验的武汉国际证券大厦三维风致响应分析[J]. 工程力学, 2009, 26(3):118-127. Liang Shuguo, Zou Lianghao, Guo Biwu. Investigation on wind-induced 3-D responses of Wuhan international stock building based on wind tunnel tests of rigid models[J]. Engineering Mechanics, 2009, 26(3):118-127. (in Chinese)
|
[6] |
Khanduri A C, Stathopoulos T, Bédard C. Wind-induced interference effects on buildings:a review of the state-of-the-art[J]. Engineering Structures, 1998, 20(7):617-630.
|
[7] |
余先锋, 谢壮宁, 顾明. 群体高层建筑风致干扰效应研究进展[J]. 建筑结构学报, 2015, 36(3):1-11. Yu Xianfeng, Xie Zhuangning, Gu Ming. Research progress of wind-induced interference effects on tall buildings[J]. Journal of Building Structures, 2015, 36(3):1-11. (in Chinese)
|
[8] |
GB50009-2012, 建筑结构荷载规范[S]. 北京:中国建筑工业出版社, 2012. GB50009-2012, Load code for the design of building structures[S]. Beijing:China Architecture & Building Press, 2012. (in Chinese)
|
[9] |
English E C. Shielding factors from wind-tunnel studies of prismatic structures[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1990, 36(1):611-619.
|
[10] |
Xie Z N, Gu M. Simplified formulas for evaluation of wind-induced interference effects among three tall buildings[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2007, 95(1):31-52.
|
[11] |
Hui Y, Yoshida A, Tamura Y. Interference effects between two rectangular-section high-rise buildings on local peak pressure coefficients[J]. Journal of Fluids and Structures, 2013, 37(1):120-133.
|
[12] |
Yu X F, Xie Z N, Zhu J B, Gu M. Interference effects on wind pressure distribution between two high-rise buildings[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2015, 142(1):188-197.
|
[13] |
NRCC, National building code of Canada[S]. National Research Concil of Canada, 2010.
|
[14] |
谢壮宁. 珠江新城J1-1项目风洞试验和风振分析报告[R]. 汕头:汕头大学风洞实验室, 2007. Xie Zhuangning. Report of wind tunnel test and wind-induced vibration analysis on project J1-1 in Pearl River New City of Guangzhou[R]. Shantou:Wind Tunnel Laboratory of Shantou University, 2007. (in Chinese)
|
[15] |
谢壮宁. 广州利通广场高频底座天平风洞试验报告[R]. 汕头:汕头大学风洞实验室, 2007. Xie Zhuangning. Report on high-frequency base balance test of the project of Leatop Plaza in Guangzhou[R]. Shantou:Wind Tunnel Laboratory, Shantou University, 2007. (in Chinese)
|
[16] |
Bailey P A, Kwok K C S. Interference excitation of twin tall buildings[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1985, 21(3):323-338.
|
[17] |
谢壮宁, 方小丹, 倪振华. 超高层建筑的等效静风荷载-扩展荷载相关方法[J]. 振动工程学报, 2008, 21(4):398-403. Xie Zhuangning, Fang Xiaodan, Ni Zhenhua. Equivalent static loads on tall building-the extended load-response-correlation (ELRC) approach[J]. Journal of Vibration Engineering, 2008, 21(4):398-403. (in Chinese)
|
[18] |
余先锋, 谢壮宁, 于怀懿. 高层建筑间风致扭转干扰效应的试验研究[J]. 建筑结构学报, 2015, 36(11):78-83. Yu Xianfeng, Xie Zhuangning, Yu Huaiyi. Experimental study on iterference effects of wind-induced torsional responses between two high-rise buildings[J]. Journal of Building Structures, 2015, 36(11):78-83. (in Chinese)
|
[19] |
谢壮宁, 顾明, 倪振华. 不同断面宽度群体高层建筑的动力干扰效应(第1部分顺风向响应)[J]. 建筑结构学报, 2003, 24(4):8-16. Xie Zhuangning, Gu Ming, Ni Zhenhua. Wind-induced dynamics interference effects on different size tall buildings (Part I:Along-wind response)[J]. Journal of Building Structures, 2003, 24(4):8-16. (in Chinese)
|
1. |
张欣怡,李方慧,范佳红,寇佳茵,尚靖淳,隋京航. 不同宽度比串列方柱流场和气动力特性研究. 低温建筑技术. 2024(07): 84-88 .
![]() | |
2. |
余先锋,谢壮宁,刘慕广. 超高层建筑横风向加速度的干扰效应. 建筑结构学报. 2023(11): 146-152 .
![]() | |
3. |
蓝吕康,陈水福. 并列圆角弧边三角形双塔层风力干扰特性研究. 低温建筑技术. 2022(07): 80-85 .
![]() | |
4. |
余先锋,谢壮宁. 小截面建筑干扰下的高层建筑气动力及风致响应研究. 建筑结构学报. 2022(10): 104-110+198 .
![]() | |
5. |
刘慕广,何勇,谢壮宁. 两矩形高层建筑的风致干扰效应. 湖南大学学报(自然科学版). 2021(03): 128-135 .
![]() | |
6. |
李雨航,邓扬,李爱群,许涛. 中式高耸古木塔风压分布与体型系数风洞试验研究. 工程力学. 2021(10): 64-73 .
![]() | |
7. |
杜晓庆,刘延泰,施定军,马文勇. 低雷诺数下类方柱绕流的数值模拟研究. 重庆交通大学学报(自然科学版). 2020(05): 49-57 .
![]() | |
15. |
丁通,陈水福. 串列圆角弧边三角形双塔建筑气动干扰效应. 振动.测试与诊断. 2023(02): 223-230+405 .
![]() |