STUDY ON MODEL OF STRAIN AND TEMPERATURE FOR TIBETAN ANCIENT BUILDING BASED ON LONG-TERM MONITORING DATA

被引:0
|
作者
Bai, Xiaobin [1 ]
Yang, Na [1 ]
Yang, Qingshan [1 ]
机构
[1] Beijing Jiaotong Univ, Beijing 100044, Peoples R China
关键词
strain; temperature; tibetan ancient building; linear model;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A good understanding of temperature effect on structural strain is necessary for structural health monitoring on Tibetan ancient building. This paper addresses the model of measured strain and temperature for a typical Tibetan ancient building, which has been instrumented with a long-term structural health monitoring system. Based on five months measurement data obtained from 8 FBG sensors installed on the structure, the correlations of strain-temperature for the structure is performed. Analysis results reveal that temperature is the critical source causing the strain variability, and there is an overall increase in strain with temperature for all beams and columns. Then, a statistical model using linear regression is further applied to formulate the correlation of strain and temperature. It is showed that the linear model exhibit good capabilities for mapping between strain and temperature and the proposed method can effectively eliminate the temperature effect from the strain series.
引用
收藏
页码:1385 / 1389
页数:5
相关论文
共 50 条
  • [21] Bridge condition assessment based on long-term monitoring data and finite element model updating
    Gomez, H. C.
    Feng, Maria Q.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, RESILIENCE AND SUSTAINABILITY, 2012, : 3102 - 3109
  • [22] CONDITION MONITORING OF LOADING-HAULAGE-DUMPING MACHINES BASED ON LONG-TERM ANALYSIS OF TEMPERATURE DATA
    Wodecki, Jacek
    Stefaniak, Pawel K.
    Zimroz, Radoslaw
    Sliwinski, Pawel
    Andrzejewski, Marek
    16TH INTERNATIONAL MULTIDISCIPLINARY SCIENTIFIC GEOCONFERENCE, SGEM 2016: SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING, VOL II, 2016, : 157 - 164
  • [23] Relationship of Cable Tension and Temperature Based on Long-term Monitoring Data on the Cable-stayed Bridge
    Wang, Xiuyong
    Chen, Maosheng
    Sun, Hongxin
    Yang, Qi
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4, 2013, 405-408 : 1716 - +
  • [24] Temperature gradient models of steel-concrete composite girder based on long-term monitoring data
    Zhang, Pei Jie
    Wang, Chun Sheng
    Wu, Gen Shu
    Wang, Yu
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 194
  • [25] Statistical evaluation of wind properties based on long-term monitoring data
    Xiao-Wei Ye
    Yang Ding
    Hua-Ping Wan
    Journal of Civil Structural Health Monitoring, 2020, 10 : 987 - 1000
  • [26] Deterioration forecasting of joint members based on long-term monitoring data
    Kobayashi, Kiyoshi
    Kaito, Kiyoyuki
    Kazumi, Kosuke
    EURO JOURNAL ON TRANSPORTATION AND LOGISTICS, 2015, 4 (01) : 5 - 30
  • [27] Visualization of Activity Data from a Sensor-based Long-term Monitoring Study at a Playground
    Bolten, Tobias
    Pohle-Froehlich, Regina
    Volker, Dorothee
    Brueck, Clemens
    Beucker, Nicolas
    Hirsch, Hans-Gunter
    PROCEEDINGS OF THE 17TH INTERNATIONAL JOINT CONFERENCE ON COMPUTER VISION, IMAGING AND COMPUTER GRAPHICS THEORY AND APPLICATIONS (IVAPP), VOL 3, 2022, : 146 - 155
  • [28] Fragility Analysis of Highway Bridges Based on Long-Term Monitoring Data
    Torbol, Marco
    Gomez, Hugo
    Feng, Maria
    COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2013, 28 (03) : 178 - 192
  • [29] Statistical evaluation of wind properties based on long-term monitoring data
    Ye, Xiao-Wei
    Ding, Yang
    Wan, Hua-Ping
    JOURNAL OF CIVIL STRUCTURAL HEALTH MONITORING, 2020, 10 (05) : 987 - 1000
  • [30] Reference data for long-term monitoring of infrastructures
    Anderegg, Peter
    Broennimann, Rolf
    Meier, Urs
    BAUTECHNIK, 2018, 95 (07) : 494 - 498