• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
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Volume 56 Issue 2
Apr.  2021
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Article Contents
LIN Yongjun, LIN Chitan, ZHOU Yi, LIU Kaiqi, PAN Yi. Wind Load Characteristics of Large-Span Shell-Shaped Roof with Decorative Spiral Strips[J]. Journal of Southwest Jiaotong University, 2021, 56(2): 261-271. doi: 10.3969/j.issn.0258-2724.20190472
Citation: LIN Yongjun, LIN Chitan, ZHOU Yi, LIU Kaiqi, PAN Yi. Wind Load Characteristics of Large-Span Shell-Shaped Roof with Decorative Spiral Strips[J]. Journal of Southwest Jiaotong University, 2021, 56(2): 261-271. doi: 10.3969/j.issn.0258-2724.20190472

Wind Load Characteristics of Large-Span Shell-Shaped Roof with Decorative Spiral Strips

doi: 10.3969/j.issn.0258-2724.20190472
  • Received Date: 26 May 2019
  • Rev Recd Date: 14 Sep 2019
  • Available Online: 18 Sep 2019
  • Publish Date: 15 Apr 2021
  • In order to understand the effect of decorative structure on the wind load characteristics of a large-span shell-shaped roof, the wind pressure distribution characteristics of a high-speed railway station roof with a decorative spiral strip on a certain surface were studied. First, a numerical wind tunnel model for a long-span shell-shaped roof with decorative strips on its surface was established, and the wind pressure distribution on this roof was simulated on the basis of the Reynolds time-averaged RNG k-ε turbulence model. The reliability and applicability of the numerical model were then verified through comparative analysis against wind tunnel test results. Meanwhile, a numerical wind tunnel model for the same roof without decorative strips was also built, and numerical simulations were carried out. By comparing the numerical results of roofs with and without surface decorative strips, the wind field variation characteristics of the long-span shell-shaped roof with decorative spiral strips were analyzed from the aspects of wind-load lift coefficient, wind-load local shape coefficient, and regional velocity vector distribution. Results show that the relative error of the shape coefficient between the numerical simulation and the wind tunnel test was within ± 25%. The deviation rate of the wind-load lift coefficient was between −7.1% and 6.1%. Compared with the simulation result of the roof without surface decoration strip, the wind-load lift coefficient of the roof with surfacedecoration strip was smaller, and the maximum deviation rate could reach 22.4%, which means that the setting of the decorative strip is beneficial for reducing the wind-resistance of the large-span shell-shaped roof. It was also found that the setting of decorative strips would reduce the local wind pressure in most areas of the roof by 0%–50%. However, it also increased the wind pressure in individual regions on the roof by 2–5 times, which should be paid more attention to in the design of local accessory components on the roof. Besides, there is some narrow pipe effect between the decorative strips, and the blocking effect of the decorative strips on airflow leads to the generation of apparent vortices between the strips, making the wind pressure at the strips higher. Furthermore, as the wind flows around the building, the roof with decorative strips on the surface will produce a larger range of trailing vortices on the leeward side than the roof without decorative strips.

     

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  • HOLMES J D. Wind loading of structures[M]. 2nd edition. Oxon: Taylor & Francis, 2007: 50-56.
    YASUI H, MARUKAWA H, KATAGIRI J. Study of wind-induced response of long-span structure[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83: 277-288. doi: 10.1016/S0167-6105(99)00078-1
    UEMATSU Y, YAMADA M, SASAKI A. Wind-induced dynamic response and resultant load estimation for a flat long-span roof[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1996, 65(1/2/3): 155-166. doi: 10.1016/S0167-6105(97)00032-9
    中华人民共和国国家标准. 建筑结构荷载规范: GB 50009—2012[S]. 北京: 中国建筑工业出版社, 2012.
    李波,魏梓曦,单文姗,等. 建筑造型对悬挑屋盖风荷载的影响[J]. 湖南大学学报(自然科学版),2018,45(5): 94-101.

    LI Bo, WEI Zixi, SHAN Wenshan, et al. Effect of architectural surfaces on wind load of cantilever roof[J]. Journal of Hunan University (Natural Sciences), 2018, 45(5): 94-101.
    张建,李波,单文姗,等. 波纹状悬挑大跨屋盖的风荷载特性[J]. 建筑结构学报,2017,38(3): 111-117.

    ZHANG Jian, LI Bo, SHAN Wenshan, et al. Wind load on wavy-shaped long-span cantilevered roof[J]. Journal of Building Structures, 2017, 38(3): 111-117.
    MONTAZERI H, BLOCKEN B. CFD simulation of wind-induced pressure coefficients on buildings with and without balconies:validation and sensitivity analysis[J]. Building and Environment, 2013, 60(3): 137-149.
    YUAN Ke, HUI Yi, CHEN Zhengqing. Effects of facade appurtenances on the local pressure of high-rise building[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2018, 178: 26-37. doi: 10.1016/j.jweia.2018.05.004
    艾辉林,周志勇. 超高层建筑外表面复杂装饰条的风荷载特性研究[J]. 工程力学,2016,33(8): 141-149.

    AI Huilin, ZHOU Zhiyong. Research on wind load characteristics of complex decorative strips on the outer surface of high-rise building[J]. Engineering Mechanics, 2016, 33(8): 141-149.
    全涌,严志威,顾明,等. 局部外形特征对高层建筑立面上围护结构风荷载的影响[J]. 振动与冲击,2009,28(12): 132-135. doi: 10.3969/j.issn.1000-3835.2009.12.032

    QUAN Yong, YAN Zhiwei, GU Ming, et al. Effects of local shape characteristics on wind loads on the facades of high-rise buildings[J]. Journal of Vibration and Shock, 2009, 28(12): 132-135. doi: 10.3969/j.issn.1000-3835.2009.12.032
    沈国辉,钱涛,杨晓强,等. 设有外镂空装饰结构的扭转体型高层建筑风荷载研究[J]. 建筑结构学报,2013,34(6): 68-74.

    SHEN Guohui, QIAN Tao, YANG Xiaoqiang, et al. Study of wind loads on torsion shaped high-rise building with outer pierced ornament structure[J]. Journal of Building Structures, 2013, 34(6): 68-74.
    林拥军,沈艳忱,李明水,等. 大跨翘曲屋盖风压分布的风洞试验与数值模拟[J]. 西南交通大学学报,2018,53(2): 226-233. doi: 10.3969/j.issn.0258-2724.2018.02.002

    LIN Yongjun, SHEN Yanchen, LI Mingshui, et al. Evaluation of wind pressure distribution for large-span warpage roof via wind tunnel testing and numerical simulation[J]. Journal of Southwest Jiaotong University, 2018, 53(2): 226-233. doi: 10.3969/j.issn.0258-2724.2018.02.002
    LU C L, LI Q S, HUANG S H, et al. Large eddy simulation of wind effects on a long-span complex roof structure[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2012, 100: 1-18. doi: 10.1016/j.jweia.2011.10.006
    LIU Man, LI Qiusheng, HUANG Hong, et al. Evaluation of wind effects on a large span retractable roof stadium by wind tunnel experiment and numerical simulation[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2018, 179: 39-57. doi: 10.1016/j.jweia.2018.05.014
    BLOCKEN B. 50 years of computational wind engineering:past,present and future[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2014, 129: 69-102. doi: 10.1016/j.jweia.2014.03.008
    DELAUNAY D, LAKEHAL D, PIERRAT D. Numerical approach for wind loads predictionon buildings and structures[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1995, 57: 307-321. doi: 10.1016/0167-6105(94)00112-Q
    林拥军,宋长江,罗楠,等. 大跨度单层网壳结构风洞试验研究[J]. 工业建筑,2013,43(7): 130-134.

    LIN Yongjun, SONG Changjiang, LUO Nan, et al. Study on wind tunnel test of large-span single-layer reticulated shell structure[J]. Industrial Construction, 2013, 43(7): 130-134.
    FRANKE J, HELLSTEN A, SCHLUNZEN H, et al. Best practice guideline for the CFD simulation of flows in the urban environment[M]. Brussels: COST Office, 2007: 1-52.
    YOSHIHIDE T, AKASHI M, RYUICHIRO Y, et al. AIJ guidelines for practical applications of CFD to pedestrian wind environment around buildings[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96: 1749-1761. doi: 10.1016/j.jweia.2008.02.058
    Architectural Institute of Japan. Recommendations for loads on buildings/commentary[S]. Tokyo: Architectural Institute of Japan, 2004.
    潘毅,李玲娇,马存明,等. 四川稻城亚丁机场航站楼风洞试验研究[J]. 工业建筑,2014,44(9): 139-144.

    PAN Yi, LI Lingjiao, MA Cunming, et al. Wind tunnel test on the terminal of Daocheng Yading airport in Sichuan[J]. Industrial Construction, 2014, 44(9): 139-144.
    王振华,袁行飞,董石麟. 大跨度椭球屋盖结构风压分布的风洞试验和数值模拟[J]. 浙江大学学报(工学版),2007,41(9): 1462-1466.

    WANG Zhenhua, YUAN Xingfei, DONG Shilin. Wind tunnel experiment and numerical simulation of wind pressure distribution of long-span ellipsoidal shell structure[J]. Journal of Zhejiang University (Engineering Science), 2007, 41(9): 1462-1466.
    MURAKAMI S, MOCHIDA A. 3-D numerical simulation of airflow around a cubic model by means of the k-e model[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1988, 31(10): 283-303.
    LETCHFORD C W, SARKAR P P. Mean and fluctuating wind loads on rough and smooth parabolic domes[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2000, 88: 101-117. doi: 10.1016/S0167-6105(00)00030-1
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