Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Li Yuqi, Xie Kanghe. PREDICTION AND ANALYSIS OF DEFORMATION OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 19-21,80. doi: 10.13204/j.gyjz200409006
Citation: Zhang Junfeng, Ge Yaojun, Zhao Lin. INTRODUCTIONS AND ANALYSES OF COLLAPSE OF COOLING TOWER FOR FERRYBRIDGE POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 153-158. doi: 10.13204/j.gyjz201302031

INTRODUCTIONS AND ANALYSES OF COLLAPSE OF COOLING TOWER FOR FERRYBRIDGE POWER STATION

doi: 10.13204/j.gyjz201302031
  • Received Date: 2012-09-05
  • Publish Date: 2013-02-20
  • Based on the first hand information such as the Report of the COI into Collapse of Cooling Towers at Ferrybridge and Proceedings of the First International Symposium on Natural Draught Cooling Towers-Ferrybridge and After,objective and comprehensive introductions were given for the collapse accident at Ferrybridge Power Station.Also,investigations,analyses and viewpoints from different researchers were also collected.Both of them are valuable and consultative for researchers and engineers.
  • [2] Pope R A. Structural Deficiencies of Natural Draught CoolingTowers at UK Power Stations. Part 2:Surveying and structuralappraisal[J]. Proceedings of the ICE-Structures and Buildings,1994,104(1):11-23.
    Pope R A. Structural Deficiencies of Natural Draught CoolingTowers at UK Power Stations. Part 1:Failures at Ferrybridge andFiddlers Ferry[J]. Proceedings of the ICE-Structures andBuildings,1994,104(1):1-10.
    [3] Pope R A. Structural Deficiencies of Natural Draught CoolingTowers at UK Power Stations. Part 3:Strengthening of Natural Draught Cooling Tower Shells[J]. Proceedings of the ICEStructures and Buildings,1994,104(1):25-37.
    [4] Bosman P B, Strickland I G, Prukl R P. Strengthening of NaturalDraught Cooling Tower Shells with Stiffening Rings[J].Engineering Structures,1998,20(10):909-914.
    [5] Bamu P C, Zingoni A. Damage, Deterioration and the Long-TermStructural Performance of Cooling-Tower Shells: a Survey ofDevelopments over the Past 50 Years[J]. Engineering Structures,2005,27(12):1794-1800.
    [6] Neil S. When Technology Fails[M]. London: Gale ResearchInc,1994:267-270.
    [7] Central Electricity Generating. Board Report of the COI intoCollapse of Cooling Towers at Ferrybridge, Monday 1 November1965[R]. London: Central Electricity Generating Board,1966.
    [8] NDCT 1 st. Proceedings of the First International Symposium onNatural Draught Cooling Towers-Ferrybridge and After[C]∥England, London:1967.
    [9] Improved Construction of Cooling Towers of Reinforced Concrete[S]. Patent Specification, No.108863, United Kingdom,1918.
    [10] Damjakob H, Tummers N. Back to the Future of the HyperbolicConcrete Tower[C]∥ Proceedings of the Fifth InternationalSymposium on Natural Draught Cooling Towers. Istanbul, Turkey:2004:3-21.
    [11] Bosman P B. Review and Feedback of Experience of Gained Overthe Last Fifty Years in Design and Construction of Natural DraughtCooling Towers[J]. Engineering Structures,1985,7(4):268-272.
    [12] 张军锋,葛耀君.现行规范中双曲壳体冷却塔静风局部稳定公式来源[J].建筑结构,2011,41(3):100-109.
    [13] Armitt J. Wind Loading on Cooling Towers[J]. Journal of theStructural Division, ASCE,1980,106(3):623-641.
    [14] Niemann H J, Kpper H D. Influence of Adjacent Buildings onWind Effects on Cooling Towers[J]. Engineering Structures,1998,20(10):874-880.
    [15] Davenport A G, Isyumov N. The Application of the BoundaryLayer Wind Tunnel to the Prediction of Wind Loading[C]∥International Research Seminar on Wind Effects on Buildings andStructures. Ottawa, Canada: University of Toronto Press,1968.
    [16] Smith A O, Pope R A, Bierrum N R. A Revised UK Standard forCooling Towers (BS 4485 part 4)[C]∥ Proceedings of the ForthInternational Symposium on Natural Draught Cooling Towers,Kaiserslautern, Germany:1996,321-328.
    [17] 王宁博,沈国辉,楼文娟,等.再议渡桥电厂冷却塔的倒塌原因倒塌事故中的塔型因素分析[C]∥第十五届全国结构风工程学术会议论文集.杭州:2011:250-253.
    [18] Jullien J F, Reynouard J M. Reflections on the Origin ofDeflections Observed on the Cooling Towers of Pont Sur Sambreand Ansereuilles[C]∥ Proceedings of the Third InternationalSymposium on Natural Draught Cooling Towers. France, Pairs:1989:595-604.
    [19] Krivoshapko S N. Static, Vibration, and Buckling Analyses andApplications to One-Sheet Hyperboloidal Shells of Revolution[J].Applied Mechanics Reviews,2002,55(3):241-270.
    [20] Wittek U. A First Step to a Documentation of the StructuralHeritage of RC Cooling Towers[C]∥ Proceedings of the FifthInternational Symposium on Natural Draught Cooling Towers.Istanbul, Turkey:2004:31-34.
  • Relative Articles

    [3]Zhang Wenxue, Li Zengyin, Liu Long. COMPARISON AND ANALYSIS ON LATERAL PRESSURE OF CONCRETE FORMWORK FROM DIFFERENT FORMULAS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 132-136.
    [4]Hu Changming, Zhao Yunbo, Wang Jie, Liu Fengyun. FINITE ELEMENT ANALYSIS OF COOPERATIVE EFFECTS OF FORMWORK-SUPPORTING SYSTEM AND CONCRETE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 115-121.
    [5]Zheng Lianqiong, Cai Xuefeng, Zhuang Jinping, Zhou Jizhong, Tuo Mingbei. ON-SITE MEASUREMENT AND ANALYSIS OF SUPER HIGH OR LARGE-SPAN FORMWORK SUPPORT WITH FASTENER STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 96-100. doi: 10.13204/j.gyjz201307022
    [6]Lin Zhangzhang, Zhang Yi, Yang Junjie. ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 94-98. doi: 10.13204/j.gyjz201302019
    [7]Bai Xue, Ma Haibin, Yao Chuanqin, Bai Rong. DESIGN AND MODAL ANALYSIS OF JACKING FORM SYSTEM FOR SUPER HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 14-17,51. doi: 10.13204/j.gyjz201305003
    [8]Zhang Xuezhi, Zhang Xuefeng, Ying Yimiao, Wang Senjun. ACTUAL MEASUREMENT AND ANALYSIS OF HIGH FORM STRUT OF FASTENER-STYLE STEEL PIPE SCAFFOLD SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 15-18. doi: 10.13204/j.gyjz201101004
    [9]Mei Yuan, Hu Changming, Zhou Zhengyong, Jiang Ming, Wang Xia. STATISTICAL ANALYSIS OF LOADS OF SUPPORTING STRUCTURE FOR TALL AND LARGE FALSEWORK DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 42-46. doi: 10.13204/j.gyjz201002010
    [10]Hu Changming, Mei Yuan, Dong Pan, Zhang Xiaoyong. ANALYSIS AND STUDY ON THE BEARING CAPACITY REDUCTION FACTOR OF COUPLER TALL FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 12-16. doi: 10.13204/j.gyjz201002003
    [11]Chen Zhihua, Han Juan, . STUDY ON ARCHITECTURAL CONCRETE AND ITS APPLICATION IN TIANJIN MUSEUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 72-75. doi: 10.13204/j.gyjz200504021
  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-0305101520
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 12.2 %FULLTEXT: 12.2 %META: 84.6 %META: 84.6 %PDF: 3.3 %PDF: 3.3 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 7.0 %其他: 7.0 %其他: 12.3 %其他: 12.3 %北京: 7.0 %北京: 7.0 %台州: 1.8 %台州: 1.8 %张家口: 3.5 %张家口: 3.5 %扬州: 1.8 %扬州: 1.8 %杭州: 1.8 %杭州: 1.8 %湖州: 5.3 %湖州: 5.3 %芒廷维尤: 24.6 %芒廷维尤: 24.6 %衢州: 1.8 %衢州: 1.8 %西宁: 29.8 %西宁: 29.8 %重庆: 1.8 %重庆: 1.8 %长春: 1.8 %长春: 1.8 %其他其他北京台州张家口扬州杭州湖州芒廷维尤衢州西宁重庆长春

Catalog

    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

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (237) PDF downloads(193) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return