TEST STUDY ON WIND PRESSURE DISTRIBUTION ON WIND-BREAK WALL OF SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER

Liu Lin; Bai Guoliang; Li Xiaowen; Li Hongxing; Zhao Chunlian

doi:10.13204/j.gyjz200908013

Volume 39 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(8): 46-51

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Citation:

Liu Lin, Bai Guoliang, Li Xiaowen, Li Hongxing, Zhao Chunlian. TEST STUDY ON WIND PRESSURE DISTRIBUTION ON WIND-BREAK WALL OF SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 46-51. doi: 10.13204/j.gyjz200908013

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Citation:

PDF( 0 KB)

TEST STUDY ON WIND PRESSURE DISTRIBUTION ON WIND-BREAK WALL OF SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER

doi: 10.13204/j.gyjz200908013

1.
1. Xi’an University of Architecture &Technology,Xi’an 710055,China;
2.
2. Northwest Electric Power Design Institute,Xi’an 710032,China

Received Date: 2008-10-07
Publish Date: 2009-08-20

Abstract

Abstract

Support structure system of air cooled condenser is a new industrial construction,whose wind load parameters are not very clear and the proposed wind parameter in present load code can't be directly used.According to the character of this kind of structure,a rigid model with 1∶150 scaling factor was made, and the wind tunnel test about mean wind pressure on wind-break wall surface was carried out.In this paper,wind tunnel test for wind pressure distribution on wind-break wall surface and test data processing were presented in detail.Moreover,several important attributes to wind pressure distribution were discussed.Conclusions given by this paper have important guiding meanings for the wind resistance design of this kind of structure.
- support structure system of air cooled condenser,
- wind-break wall,
- wind pressure distribution,
- rigid model,
- wind tunnel test

FullText(HTML)

References(9)

References

张相庭.结构风工程理论.规范.实践[M].北京:中国建筑工业出版社,2006:1-3;

[2] 顾明,周印,张锋,等.金茂大厦风致振动的实验研究[J].振动工程学报,2000,13(2):188-194;

[3] 黄翔,顾明.大跨度结构气弹模型风振响应的阻尼修正系数[J].同济大学学报,2004,32(11):1433-1436;

[4] 瞿伟廉,梁枢果,项海帆,等.对我国建筑结构风荷载规范修改的几点建议[C]∥第十一届全国结构风工程学术会议论文集.2004:1433-1436;

[5] 瞿伟廉,滕军,项海帆,等.风力作用下深圳市民中心屋顶网架结构的智能健康监测[J].建筑结构学报,2006,27(1):1-8,15;

[6] 黄东群,马健,董力耘,等.大气边界层流场的模拟与大气边界层风洞[J].上海力学,1999,20(1):10-15;

[7] 黄鹏,顾明,张锋,等.上海金贸大厦静风荷载研究[J].建筑结构学报,1999,20(6):63-68;

[8] 吴太成,强士中,陈东红.复杂大跨屋面脉动风压风洞试验研究[J].空气动力学学报,2004,22(3):325-331;

[9] 吴太成,陈钦豪.深圳机场航站楼扩建工程风压风洞试验研究[J].建筑结构学报,1999,18(4):44-50.

Relative Articles

[1]	LIN Songwei, OU Tong, LUO Jiexin, HE Hui, LIU Yanhui. Vibration Reduction Analysis of Landscape Towers with Variable Damping TMDs Based on Wind Tunnel Tests[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 138-143,121. doi: 10.13204/j.gyjzG21073103
[2]	XIA Shunjun, ZHAO Jun, MA Long, ZHANG Renqiang, DAI Ruzhang, LI Ximin. Wind Tunnel Test Study on Crane Structure with Double-Flat-Arm Derrick for Long-Span Transmission Towers[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 1-7,74. doi: 10.13204/j.gyjzG21100918
[3]	ZHANG Tao, GU Ziqi, CHEN Fubin. Study on Non-Gaussian Characteristics and Peak Factors of Fluctuating Wind Pressure on a Special-Shaped Curved Roof Structure[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 94-101. doi: 10.13204/j.gyjzG22052611
[4]	SHEN Yuekui, LI Yang, LIU Chendi, WANG Jiajia. Research on Wind Pressure Distribution of Truncated Ellipsoid Air-Supported Structure Considering Fluid-Solid Interaction and Fluctuating Wind Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 120-126. doi: 10.13204/j.gyjzG21060710
[5]	XIA Liang, ZHANG Mingshan, LI Benyue. WIND-INDUCED VIBRATION ANALYSIS AND WIND-RESISTANT DESIGN OF A CANTILEVERED STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 93-98,195. doi: 10.13204/j.gyjzG20032402
[6]	LI Zhiguo, PENG Yuxuan, QIN Chuan, YANG Xiongwei. EXPERIMENTAL STUDY ON NON-GAUSSIAN DISTRIBUTION CHARACTERISTICS OF FLUCTUATING WIND LOADS ON A LONG-SPAN CURVED ROOF[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 84-89,106. doi: 10.13204/j.gyjzG21012603
[7]	ZHANG Huyue, WANG Xiuli. NUMERICAL SIMULATION ANALYSIS OF WIND PRESSURE CHARACTERISTICS ON STREAMLINED MEMBRANE STRUCTURE WITH A SINGLE RIDGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 90-97. doi: 10.13204/j.gyjzG20081303
[8]	HAN Miao, LI Shuangchi, DU Hongkai, LI Wanjun, HAN Rong. ANALYSIS ON WIND VIBRATION RESPONSE AND DAMPING VIBRATION REDUCTION OF LONG-SPAN GRID STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 114-120. doi: 10.13204/j.gyjz202005019
[9]	LIU Shi, YANG Yi, HUANG Zheng, GAO Qingshui, ZHANG Chu, LI Zhengliang, WANG Zhisong. STUDY ON COLLAPSE STATES OF TRANSMISSION TOWERS BY WIND-TUNNEL TESTS OF TOWER-LINE SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 145-151. doi: 10.13204/j.gyjzGYJZ201907150004
[10]	HUANG Peng, LIN Huatan, GU Ming. THE WIND TUNNEL TEST OF THE AEROELASTIC MODEL OF A STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 64-68. doi: 10.13204/j.gyjzG201906280004
[11]	Li Jianfen, Wu Dongfeng, Wang Yan. STRUCTURAL DESIGN OF A LONG-SPAN AND ARCHED STEEL CANOPY WITHOUT COLUMN ON PLATFORM IN TAIZHOU RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 168-171. doi: 10.13204/j.gyjz2001411033
[12]	Pan Yi, Li Lingjiao, Ma Cunming, Luo Nan. WIND TUNNEL TEST ON THE TERMINAL OF DAOCHENG YADING AIRPORT IN SICHUAN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 139-144.
[13]	Liu Lin, Bai Guoliang, Xue Qunhu, Li Hongxing. TEST STUDY OF WIND LOAD BODY COEFFICIENT OF AIR COOLED CONDENSER ERECTED ON SUPPORT SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 52-56. doi: 10.13204/j.gyjz201406013
[14]	Lin Yongjun, Song Changjiang, Luo Nan, Li Mingshui, Gao Xiujian. STUDY ON WIND TUNNEL TEST OF LARGE-SPAN SINGLE-LAYER RETICULATED SHELL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 130-134. doi: 10.13204/j.gyjz201307029
[15]	Zhang Mingliang, Li Qiusheng. EXPERIMENTAL INVESTIGATION ON WIND LOAD CHARACTERISTICS OF ROOF STRUCTURE FOR JILIN RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 123-130,30. doi: 10.13204/j.gyjz201204026
[16]	Li Yijia, Wang Xiaodun, Yu Jianxing. WIND TUNNEL TEST ON AERODYNAMIC UNSTABLE VIBRATION OF INVERTED Y TOWERS OF NEW HYBRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 106-110. doi: 10.13204/j.gyjz201211023
[17]	Qi Yueqin, Liu Lingling. STUDY ON WIND TUNNEL TEST OF WIND LOADS OF DRY COAL SHEDS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 120-124. doi: 10.13204/j.gyjz201107026
[18]	Zhao Gengqi, Bai Guoliang, Li Xiaowen. WIND TUNNEL TEST FOR GUST FACTOR OF WIND-BREAK WALL OF THREE-SPAN AIR-COOLED CONDENSER STRUCTURE SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 39-42. doi: 10.13204/j.gyjz200903013
[19]	Liu Lin, Bai Guoliang, Kong Jiangtao, Zhao Chunlian, Li Hongxing. STUDY ON BODY COEFFICIENT AND PILE CLUSTER EFFECT OF CONCRETE PIPE COLUMNS IN SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 43-47. doi: 10.13204/j.gyjz200903014
[20]	Jia Bin, Wang Ruheng, Wang Qinhua. WIND TUNNEL TEST OF WIND LOAD CHARACTERISTICS OF A MEGASTRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 28-30. doi: 10.13204/j.gyjz200408009

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	李鑫，张新蕾，苟强，贾九荣. 采动作用下不良地质隧道衬砌结构受力性能分析. 能源与环保. 2023(05): 293-298 .
2.	岳夏冰，吴定意，王奕丁，江黎. 外海大回淤沉管隧道沉降影响因素敏感性分析. 水资源与水工程学报. 2023(06): 164-172 .

Other cited types(1)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (90) PDF downloads(66)