Research on earthquake action for seismic appraisal and retrofit of earthquake-damaged buildings

被引:0
|
作者
机构
[1] Zhang, Chao
[2] Weng, Dagen
来源
Weng, D. (wdg@tongji.edu.cn) | 2013年 / Science Press卷 / 34期
关键词
Poisson distribution - Buildings - Service life - Retrofitting;
D O I
暂无
中图分类号
学科分类号
摘要
For the earthquake-damaged buildings, it is quite necessary to do research on adjustment of earthquake action in their seismic appraisal and retrofit. The earthquake generation model was established based on the Homogeneous Poisson Process, and the probability distribution of earthquake action was embodied by Extreme Value Type (II and III), then the conversion relation among seismic intensity, peak ground acceleration(PGA) and maximum horizontal earthquake influence coefficient were obtained, as well as their own seismic hazard curve formulas. Moreover, the basic principles of equal precautionary intensity, equal exceeding probability and equal return period were illustrated respectively, and several categories of earthquake-damaged buildings were listed with different classification principles. In the end, based on the continuous seismic service life of earthquake-damaged buildings, an available approach according to equal return period principle was proposed to modify the corresponding earthquake action, and the main steps were given here. Based on comparative research, it is concluded that the equal return period method is more reasonable than the equal precautionary intensity method and the equal exceeding probability method to reflect the risk of earthquake-damaged buildings reencountering similar precautionary earthquakes in their continuous seismic service life, and therefore it can be more appropriately used to modify the earthquake action for seismic appraisal and retrofit of earthquake-damaged buildings.
引用
收藏
相关论文
共 50 条
  • [31] REPAIR OF EARTHQUAKE DAMAGED BUILDINGS
    LITTLE, AL
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS, 1969, 44 (SEP): : 87 - &
  • [32] Assessment and Restoration of an Earthquake-Damaged Historical Masonry Building
    Maraveas, Chrysanthos
    FRONTIERS IN BUILT ENVIRONMENT, 2019, 5
  • [33] Retrofit of existing buildings for earthquake resistance
    Tan, K. H.
    Balendra, T.
    JOURNAL OF EARTHQUAKE AND TSUNAMI, 2007, 1 (02) : 161 - 169
  • [34] Automatic Detection of Earthquake-Damaged Buildings by Integrating UAV Oblique Photography and Infrared Thermal Imaging
    Zhang, Rui
    Li, Heng
    Duan, Kaifeng
    You, Shucheng
    Liu, Ke
    Wang, Futao
    Hu, Yong
    REMOTE SENSING, 2020, 12 (16)
  • [35] A multi-hazard analysis framework for earthquake-damaged tall buildings subject to thunderstorm downbursts
    Song, Jing
    Skalomenos, Konstantinos
    Martinez-Vazquez, Pedro
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2023, 52 (05): : 1463 - 1485
  • [36] Detection of earthquake-damaged buildings via UAV high-resolution remote sensing images
    Wang H.
    Zhou C.
    Chen X.
    Yang Y.
    National Remote Sensing Bulletin, 2024, 28 (04) : 911 - 925
  • [37] Repair Strategies for Earthquake-Damaged CFST Bridge Columns
    Bumstead, J.
    Korat, J.
    Stephens, M. T.
    STRUCTURES CONGRESS 2019: BRIDGES, NONBUILDING AND SPECIAL STRUCTURES, AND NONSTRUCTURAL COMPONENTS, 2019, : 154 - 164
  • [38] Information modeling of earthquake-damaged reinforced concrete structures
    Ma, Ling
    Sacks, Rafael
    Zeibak-Shini, Reem
    ADVANCED ENGINEERING INFORMATICS, 2015, 29 (03) : 396 - 407
  • [39] Repair of earthquake-damaged RC columns with FRP wraps
    Saadatmanesh, H
    Ehsani, MR
    Jin, LL
    ACI STRUCTURAL JOURNAL, 1997, 94 (02) : 206 - 215
  • [40] AN IMPROVED APPROACH OF INFORMATION EXTRACTION FOR EARTHQUAKE-DAMAGED BUILDINGS USING HIGH-RESOLUTION IMAGERY
    Li, Xiaodong
    Yang, Wunian
    Ao, Tianqi
    Li, Hongxia
    Chen, Wenqing
    JOURNAL OF EARTHQUAKE AND TSUNAMI, 2011, 5 (04) : 389 - 399