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
HUO Linsheng, ZHAO Wei, CHEN Chaohao. Fragility Analysis of Single-Layer Reticulated Shell Structures Subjected to Downbursts[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 83-87,99. doi: 10.13204/j.gyjzG21071404
Citation: HUO Linsheng, ZHAO Wei, CHEN Chaohao. Fragility Analysis of Single-Layer Reticulated Shell Structures Subjected to Downbursts[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 83-87,99. doi: 10.13204/j.gyjzG21071404

Fragility Analysis of Single-Layer Reticulated Shell Structures Subjected to Downbursts

doi: 10.13204/j.gyjzG21071404
  • Received Date: 2021-07-14
    Available Online: 2023-12-18
  • Long-span spatial structures are highly sensitive to wind loads, and are vulnerable to downbursts. In view of the lack of performance evaluation method for downburst-resistance of such structures, fragility of the single-layer spherical reticulated shell subjected to downbursts was studied, and a structural fragility analysis method for downburst loads was proposed. Considering the randomness of downburst loads and the uncertainty of structural parameters, the random incremental dynamic analysis (IDA) method was used to solve the structural response under different load intensity. Combined with the fragility analysis theory and quadratic regression analysis, the fragility function of the structure was calculated, and the fragility curves were further drawn to evaluate the downburst-resistance performance of the structure. The results showed that the combination of stochastic IDA method and fragility analysis could effectively evaluate the structural downburst-resistance performance. With the action of downbursts, the single-layer spherical reticulated shell might reach the CP performance point, while the probability of reaching the GI performance point was relatively small.
  • [1]
    ABOUTABIKH M, GHAZAL T, CHEN J X, et al. Designing a blade-system to generate downburst outflows at boundary layer wind tunnel[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2019,186:169-191.
    [2]
    TRAUTNER C, OJDROVIC R, SCHAFER B W, et al. An investigation of the collapse of the dallas cowboys practice facility[C]//Forensic Engineering 2012:Gateway to a Safer Tomorrow. Reston:American Society of Civil Engineers,2013:1268-1277.
    [3]
    PINELLI J P, SIMIU E, GURLEY K, et al. Hurricane damage prediction model for residential structures[J]. Journal of Structural Engineering, 2004, 130(11):1685-1691.
    [4]
    LI Y. Fragility methodology for performance-based engineering of wood-frame residential construction[D]. Atlanta:Georgia Institute of Technology, 2005.
    [5]
    赵明伟, 顾明. 轻型钢结构风灾易损性概率分析[J]. 中南大学学报(自然科学版), 2012, 43(9):3609-3618.
    [6]
    赵秋颖. 既有建筑风灾易损性分析[D]. 沈阳:沈阳建筑大学, 2015.
    [7]
    陈坚. 考虑风致内外压的高层建筑玻璃幕墙易损性研究[D]. 哈尔滨:哈尔滨工业大学, 2018.
    [8]
    汪大海, 李森, 莫德秀. 输电杆塔风灾易损性的简化分析[J]. 低温建筑技术, 2020, 42(12):65-69.
    [9]
    范存新, 葛义娇, 谢丽宇. 基于概率可靠度的输电塔风灾易损性分析[J]. 工业建筑, 2015, 45(7):84-88

    ,94.
    [10]
    卞荣, 徐卿, 俞恩科, 等. 台风作用下输电塔线体系多元状态监测及风偏可靠度分析[J]. 振动与冲击, 2020, 39(3):52-59.
    [11]
    TIAN L, ZHANG X, FU X. Fragility analysis of a long-span transmission tower-line system under wind loads[J]. Advances in Structural Engineering, 2020, 23(10):2110-2120.
    [12]
    TIAN L, ZHANG X, FU X. Collapse simulations of communication tower subjected to wind loads using dynamic explicit method[J/OL]. Journal of Performance of Constructed Facilities, 2020, 34(3)[2023-08-24].https://doi.org/10.1177/1369433220903983.
    [13]
    CHEN L, LETCHFORD C W. A deterministic-stochastic hybrid model of downbursts and its impact on a cantilevered structure[J]. Engineering Structures, 2004, 26(5):619-629.
    [14]
    霍林生, 赵伟, 陈超豪. 下击暴流作用下单层球面网壳倒塌破坏研究[J]. 防灾减灾工程学报, 2022, 42(2):354-361

    ,382.
    [15]
    中国地震局.建(构)筑物地震破坏等级划分:GB/T 24335-2009[S]. 北京:中国标准出版社, 2009.
    [16]
    VAMVATSIKOS D, CORNELL C A. Incremental dynamic analysis[J]. Earthquake Engineering and Structural Dynamics, 2002, 31(3):491-514.
    [17]
    中华人民共和国住房和城乡建设部.空间网格结构技术规程:JGJ 7-2010[S]. 北京:中国建筑工业出版社, 2010.
    [18]
    ZHONG J, ZHI X D, FAN F. Sensitivity of seismic response and fragility to parameter uncertainty of single-layer reticulated domes[J]. International Journal of Steel Structures, 2018, 18(5):1607-1616.
    [19]
    赵建, 叶震, 余亮, 等. ±1100 kV特高压长悬臂输电铁塔风振特性研究[J]. 工业建筑, 2019, 49(4):8-14.
    [20]
    POLITIS S S, ZHANG Z M, HAN Z, et al. Stochastic analysis of network-level bridge maintenance needs using Latin hypercube sampling[J/OL]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A:Civil Engineering, 2021, 7(1)[2023-08-24].https://doi.org/10.1061/AJRUA6.0001099
  • Relative Articles

    [1]YANG Jinquan, LI Yuyu, HE Wenhui, HOU Jianshan, GAO Fei. Design and Analysis of Suspended Steel-Wood-Plastic-Composite Single-Layer Spherical Reticulated Shells[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 117-125. doi: 10.3724/j.gyjzG22052005
    [2]LI Wei, ZHUANG Xinlong, SUN Yu, ZHAO Yuqi, XU Fanghui, SUN Xinhui, ZHANG Yingying. Wind Pressure Characteristics of the Roof of Jining North Railway Station Under Downburst[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 120-127. doi: 10.3724/j.gyjzG23050607
    [3]ZHANG Junfeng, JIA Jilong, DONG Xinsheng, GUAN Pinwu. Wind Disaster Vulnerability Study of High-Rise Lightning Rods in Substations[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 41-45. doi: 10.13204/j.gyjzG22011406
    [4]ZHAO Zihan, XIAO Kai, XIAO Yiqing, LI Chao, ZHANG Wentong. Fragility Analysis of Transmission Towers with a Strong Wind Based on First-Passage Failure Criterion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 15-21. doi: 10.13204/j.gyjzG20121012
    [5]ZHANG Ailin, YANG Shuo, JIANG Ziqin, ZHANG Wenying, LIU Jie, YANG Xiaofeng. Seismic Fragility Analysis of Steel Frame Structure with Lateral Resistance Energy-Consuming Device[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 101-108. doi: 10.13204/j.gyjzG21122104
    [6]LI Xiaodong, HE Li, ZHENG Zehua, LI Yonglu. UNCERTAINTY ANALYSIS ON ASEISMIC MARGIN APPRAISALS OF NUCLEAR POWER PLANTS BASED ON THE SFA METHOD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 19-23. doi: 10.13204/j.gyjzG21102025
    [7]WANG Bo, XU Qiang, TIAN Qinhu, HAN Xie, WANG Zhihai. ANALYSIS ON COLLAPSE VULNERABILITY OF BRB STEEL FRAMES BASED ON COMPONENT DAMAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 85-90. doi: 10.13204/j.gyjzG20071204
    [8]QIN Qing, QIU Jisheng, ZHANG Chenghua, GUAN Xiao, HOU Piji. RESEARCH ON SEISMIC FRAGILITY OF MULTI-AGED RC SHEAR WALL STRUCTURES IN OFFSHORE ATMOSPHERIC ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 32-41. doi: 10.13204/j.gyjzG19112606
    [14]Fan Cunxin Ge Yijiao Xie Liyu, . WIND DISASTER VULNERABILITY ANALYSIS OF THE TRANSMISSION TOWER BASED ON PROBABILITY RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 84-88. doi: 10.13204/j.gyjz201507018
    [15]Liu Xiaoxiao, Wu Ziyan, Sun Hongbin, Wang Qiang. RESEARCH OF THE SEISMIC FRAGILITY OF STRUCTURE BASED ON LINEAR LOGISTIC REGRESSION MODEL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 43-47,105. doi: 10.13204/j.gyjz201308009
    [16]Gui Guoqing, Wang Yu’e. DYNAMIC STABILITY OF GEODESIC SINGLE LAYER RETICULATED SHELLS UNDER EARTHQUAKE EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 103-106. doi: 10.13204/j.gyjz200907028
    [17]Cao Zheng-gang, Fan Feng, Shen Shi-zhao. ELASTO-PLASTIC STABILITY OF K8 SINGLE-LAYER LATTICED DOMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 69-72. doi: 10.13204/j.gyjz200704019
    [18]Li Yong-mei, Zhang Yi-gang. STUDY ON DYNAMIC CHARACTERISTICS OF CABLE-SUPPORTED LATTICE SHELLS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 83-86,122. doi: 10.13204/j.gyjz200605022
  • Cited by

    Periodical cited type(2)

    1. 杨洋阳,李宏男,李超,李庆伟,付兴. 500m口径射电望远镜(FAST)索网结构风致破坏概率评估. 土木工程学报. 2024(08): 1-8+22 .
    2. 张宏,王涛,李正良,吕大刚,谭忆秋. 基于风洞试验和多重性能水准的机场航站楼屋架屋面系统风灾易损性评估. 建筑结构学报. 2024(11): 189-199 .

    Other cited types(0)

  • 加载中

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 (85) PDF downloads(1) Cited by(2)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return