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
GAO Ke, DENG Deyuan, ZHU Hongping, WENG Shun, GAO Fei. Static and Dynamic Deformation Monitoring of Super High-Rise Buildings During the Construction Stage[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 130-139. doi: 10.3724/j.gyjzG23081112
Citation: GAO Ke, DENG Deyuan, ZHU Hongping, WENG Shun, GAO Fei. Static and Dynamic Deformation Monitoring of Super High-Rise Buildings During the Construction Stage[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 130-139. doi: 10.3724/j.gyjzG23081112

Static and Dynamic Deformation Monitoring of Super High-Rise Buildings During the Construction Stage

doi: 10.3724/j.gyjzG23081112
  • Received Date: 2023-08-11
    Available Online: 2024-02-27
  • To address the insufficient research on the measurement of static and dynamic deformations of super high- rise buildings during the construction stage, a structural health monitoring (SHM) system was installed on the main structure of a practical super high-rise building with a height of 335 m.Thus the temperature deformation, vertical deformation, and dynamic displacement of the main structure during the construction stage were measured and analyzed. The uneven distribution of temperature in the main structure during the construction stage was identified, and the strain characteristics of the structure under the influence of temperature were analyzed. The results showed that the strain caused by seasonal temperature difference was greater than the strain caused by the self-weight of the upper structure and the concrete shrinkage and creep over the same period. The developments of the vertical deformation and the inter-story uneven deformation during the construction stage were explained. The degree of uneven deformation increased with structural height and time. The maximum deformation difference among the points of the same floor was 5.3 mm. The axial stress of the girder was positive correlated with the difference in vertical strain between the two ends of the girder. The difference in vertical deformation between the outer frame and the core tube could lead to tensile cracking in the girder. A structural dynamic displacement estimation method based on Kalman filtering was proposed, which could improve could the accuracy of dynamic displacement estimation by fusing acceleration data and strain data, and could accurately estimate the dynamic displacement of super high-rise building under dynamic construction loads.
  • [1]
    汪大绥, 包联进. 我国超高层建筑结构发展与展望[J]. 建筑结构, 2019, 49(19): 11-24.
    [2]
    SU J Z, XIA Y, WENG S. Review on field monitoring of high-rise structures [J/OL]. Structural Control and Health Monitoring, 2020, 27(12). [2023-08-31]. https: //doi.org/10.1002/stc.2629.
    [3]
    王晓蓓, 高振锋, 伍小平, 等. 上海中心大厦结构长期竖向变形分析[J]. 建筑结构学报, 2015, 36(6): 108-116.
    [4]
    GLISIC B, INAUDI D, LAU J M, et al. Ten-year monitoring of high-rise building columns using long-gauge fiber optic sensors [J/OL]. Smart Materials and Structures, 2013, 22(5). [2023-08-31]. https: //iopscience.iop.org/article/10.1088/0964-1726/22/5/055030.
    [5]
    S W CHOI, Y KIM, and J M KIM, et al.Field monitoring of column shortenings in a high-rise building during construction [J], Sensors 13, 111432114338(2013).
    [6]
    中华人民共和国住房和城乡建设部. 高层建筑混凝土结构技术规程: JGJ 3—2010[S]. 北京: 中国建筑工业出版社, 2010.
    [7]
    SU J Z, XIA Y, NI Y Q, et al. Field monitoring and numerical simulation of the thermal actions of a supertall structure [J/OL]. Structural Control and Health Monitoring, 2017, 24(4). [2023-08-31]. https: //doi.org/10.1002/stc.1900.
    [8]
    M PIRNER, and O FISCHER, Long-time observation of wind and temperature effects on TV towers [J], Journal of Wind Engineering and Industrial Aerodynamics 79, 1-219(1999).
    [9]
    P BREUER, T CHMIELEWSKI, and P GÓRSKI, et al.The Stuttgart TV Tower — displacement of the top caused by the effects of sun and wind [J], Engineering Structures 30, 1027712781(2008).
    [10]
    YU J, MENG X, YAN B, et al. Global Navigation Satellite System- based positioning technology for structural health monitoring: a review [J/OL]. Structural Control and Health Monitoring, 2019, 27(1). [2023-08-31]. https://doi.org/10.1002/stc.2467.
    [11]
    ZHANG L, LIU P, YAN X, et al. Middle displacement monitoring of medium-small span bridges based on laser technology [J]. Structural Control and Health Monitoring, 2020, 27(4). [2023-08-31]. https: //doi.org/10.1002/stc.2509.
    [12]
    L LUO, and M Q FENG, Edge‐enhanced matching for gradient‐based computer vision displacement measurement [J], Computer-Aided Civil and Infrastructure Engineering 33, 1210191040(2018).
    [13]
    JANG H L, HAN D H, HWANG M Y, et al. Displacement, strain and failure estimation for multi-material structure using the displacement- strain transformation matrix [J/OL]. Materials, 2020, 13(1). [2023- 08-30]. https: //doi.org/10.3390/ma13010190.
    [14]
    J TEZCAN, and C C MARIN-ARTIEDA, Least-Square-Support-Vector-Machine-based approach to obtain displacement from measured acceleration [J], Advances in Engineering Software 115, 357362(2018).
    [15]
    GAO F, ZHOU H, LIANG H, et al. Structural deformation monitoring and numerical simulation of a supertall building during construction stage [J]. Engineering Structures, 2020, 209. [2023-08-31]. https: //doi.org/10.1016/j.engstruct.2019.110033.
    [16]
    朱宏平, 高珂, 翁顺, 等. 超高层建筑施工期温度效应监测与分析[J]. 土木工程学报, 2020, 53(11): 1-8.
    [17]
    中华人民共和国住房和城乡建设部. 建筑变形测量规范: JGJ 8—2016[S]. 北京: 中国建筑工业出版社, 2016.
    [18]
    ZHU H P, GAO K, XIA Y, et al. Multi-rate data fusion for dynamic displacement measurement of beam-like supertall structures using acceleration and strain sensors [J]. Structural Health Monitoring, 2020, 19(2): 2520-2536.
  • Relative Articles

    [1]FU Dan, BAI Jianwei, CHENG Xiaohui, SHI Xiangsheng, CHEN Haoran, GUO Hongxian, GUAN Wen. Application of Distributed Optical Fiber Sensing in New Modular Building Health Monitoring[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 9-14. doi: 10.3724/j.gyjzG24042503
    [2]WU Yongjingbang, JIN Nan, SHI Zhongqi, YUE Qingrui, ZHONG Rumian. Research Progress on Dynamic Characteristic Monitoring Methods of Super High-Rise Buildings[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 1-10. doi: 10.3724/j.gyjzG23071809
    [3]XUE Hao, LIU Jinyang, LUO Zheng, XUE Jianyang, GE Hongpeng. Parameter Analysis on Damping Effect of a Novel Viscously-Damped Outrigger[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 189-193. doi: 10.13204/j.gyjzG21111515
    [4]DU Yongfeng, LI Xiangxiong, ZHANG Chao, LI Chao, Maimaitiming TURDIMAMAT, MA Zhenghe. Monitoring and Analysis for Support Deformation of Complex Seismic Isolation Structures Based on Computer Vision[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 46-52. doi: 10.13204/j.gyjzG22012407
    [5]ZHANG Jiang, SUN Yanlong, XIE Nan. STUDY ON VERTICAL LOAD-DISTRIBUTION COEFFICIENTS OF TEMPORARY SUPPORTS FOR INTERNAL CLIMBING TOWER CRANES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 161-165. doi: 10.13204/j.gyjzG20041202
    [6]FANG Dongping, MA Ling, GUO Hongling, YANG Fabing, ZHANG Jinxun. RISK EVALUATION OF ACCIDENTS FOR SUPER HIGH-RISE BUILDINGS UNDER CONSTRUCTION Ⅰ: METHODS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 200-204. doi: 10.13204/j.gyjzG20031011
    [7]CENG Fankui, LIU Xinzhao, PAN Zhuang, XING Guohua, ZHANG Jianhua, LU Xiaolan. CONSTRUCTION SIMULATIONS AND MONITORING OF A FORMWORK FOR SUPER HIGH-RISE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 127-131,136. doi: 10.13204/j.gyjzG210102701
    [8]ZHOU Yuqi, YAN Peiyu. RESEARCH ON LONG-TERM EFFECT OF LARGE-DIAMETER ROCK-SOCKETED PILES AND FIELD MEASUREMENTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 106-111. doi: 10.13204/j.gyjzG20040106
    [9]ZHOU Mingru, GUO Qiming, XIAO Yongzhan. RESEARCH ON SETTLEMENT PREDICTION OF SUPER HIGH-RISE BUILDINGS ON DEEP AND THICK LOESS FOUNDATION IN QINGYANG[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 72-79. doi: 10.13204/j.gyjzG201905250002
    [10]LI Qiang, ZHOU Ting, CHEN Zhihua, LIU Haonan. INFLUENCE OF NON-LOAD ACTION ON SUPER HIGH RISE BUILDINGS CONCRETE-FILLED SQUARE STEEL TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 150-159. doi: 10.13204/j.gyjzG19120105
    [13]Wu Zhuo, Yao Qi, Ye Dong. OPTIMIZATION DESIGN OF SUPER HIGH-RISE FRAME-CORE TUBE STRUCTURE FOR ANHUI HOTEL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 163-167. doi: 10.13204/j.gyjz2001412028
    [14]Liu Wenyan. STRUCTURAL DESIGN OF A SUPER-HIGH-RISE OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 157-162. doi: 10.13204/j.gyjz2001412027
    [15]Xie Xiaodong, Chen Qingjun, Zhang Yiqun, Zuo Zhiliang. THE TEMPERATURE DEFORMATION RESEARCH OF AN INDUSTRIAL BUILDING STRUCTURE WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 76-81. doi: 10.13204/j.gyjz201304016
    [16]He Xiping, Wang Lihu, Liu Biwu. THE TECHNOLOGY RESEARCH ON BRACKET- STYLE THIN PLASTER MINERAL WOOL PANEL EXTERIOR INSULATION SYSTEM APPLIED IN SUPER HIGH- RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 129-133. doi: 10.13204/j.gyjz2011205025
    [17]Li Di, Wang Zhaoyang, Jiang Guanye, Zhou Ming, Tan Shenzhou. THE TOWER CRANE REASONABLE APPLICATION IN THE CONSTRUCTION OF SUPER HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 76-80,108. doi: 10.13204/j.gyjz201212017
    [18]Hua Jianmin, Xie Feifei. MEASURED STUDY ON VERTICAL DEFORMATION OF A TALL STEEL REINFORCED CONCRETE FRAME-CORE WALL STRUCTURE DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 81-84. doi: 10.13204/j.gyjz201110020
    [19]Zhou Kui, Wang Qi, Liu Weidong, Zhang Jian. A SUMMARY REVIEW OF RECENT ADVANCES IN RESEARCH ON STRUCTURAL HEALTH MONITORING FOR CIVIL ENGINEERING INFRASTRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 96-102. doi: 10.13204/j.gyjz200903026
    [20]Chen Huai, Li Tian, Zhao Juan. EFFECTS OF SUNLIGHT ACTION ON SUPER-LONG TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 27-29,17. doi: 10.13204/j.gyjz200501008
  • Cited by

    Periodical cited type(4)

    1. 芦志敏. 超高层大跨悬挑结构双层钢连桥整体提升分体技术研究. 建筑技术开发. 2024(03): 111-113 .
    2. 李旭明,王立军. 超高层建筑施工期间侧向变形影响因素的详细分析. 城市建筑. 2024(15): 206-211 .
    3. 黄衡,潘志安. 基于LSTM_eKan模型的建筑结构安全监测研究. 科技创新与应用. 2024(34): 97-100 .
    4. 张玉洁,李嘉仪. BIM与传感器数据融合的建筑结构动态监测技术. 砖瓦. 2024(12): 139-141 .

    Other cited types(2)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-03051015
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 8.9 %FULLTEXT: 8.9 %META: 88.1 %META: 88.1 %PDF: 3.0 %PDF: 3.0 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 17.8 %其他: 17.8 %其他: 0.7 %其他: 0.7 %Falls Church: 0.7 %Falls Church: 0.7 %Rochester: 2.2 %Rochester: 2.2 %上海: 2.2 %上海: 2.2 %北京: 5.2 %北京: 5.2 %十堰: 0.7 %十堰: 0.7 %南京: 3.0 %南京: 3.0 %台州: 0.7 %台州: 0.7 %天津: 1.5 %天津: 1.5 %巴音郭楞: 0.7 %巴音郭楞: 0.7 %常德: 2.2 %常德: 2.2 %廊坊: 0.7 %廊坊: 0.7 %张家口: 2.2 %张家口: 2.2 %扬州: 1.5 %扬州: 1.5 %昆明: 0.7 %昆明: 0.7 %曼谷: 1.5 %曼谷: 1.5 %朝阳: 0.7 %朝阳: 0.7 %武汉: 3.0 %武汉: 3.0 %济南: 0.7 %济南: 0.7 %深圳: 1.5 %深圳: 1.5 %温州: 1.5 %温州: 1.5 %漯河: 1.5 %漯河: 1.5 %石家庄: 0.7 %石家庄: 0.7 %福州: 3.7 %福州: 3.7 %芒廷维尤: 24.4 %芒廷维尤: 24.4 %芝加哥: 0.7 %芝加哥: 0.7 %蚌埠: 0.7 %蚌埠: 0.7 %西宁: 4.4 %西宁: 4.4 %西安: 3.0 %西安: 3.0 %运城: 4.4 %运城: 4.4 %郑州: 1.5 %郑州: 1.5 %鄂州: 0.7 %鄂州: 0.7 %金华: 2.2 %金华: 2.2 %其他其他Falls ChurchRochester上海北京十堰南京台州天津巴音郭楞常德廊坊张家口扬州昆明曼谷朝阳武汉济南深圳温州漯河石家庄福州芒廷维尤芝加哥蚌埠西宁西安运城郑州鄂州金华

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 (118) PDF downloads(4) Cited by(6)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return