A story damage index of seismically-excited buildings based on modal frequency and mode shape

被引:56
|
作者
Wang, Jer-Fu [1 ]
Lin, Chi-Chang [1 ]
Yen, Shih-Min [1 ]
机构
[1] Natl Chung Hsing Univ, Dept Civil Engn, Taichung 40227, Taiwan
关键词
system identification; damage assessment; damage index; earthquake record;
D O I
10.1016/j.engstruct.2006.10.018
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a story damage index (SDI) is developed and expressed as a simple formula based on modal frequency and mode shape obtained from real earthquake records. It is useful because only one set of modal parameters is required for the calculation of the SDI to show the degree of damage of the storey in question. According to numerical simulation results, it is shown that the proposed SDI has both high accuracy and high reliability. The approximate SDI, named ASDI, is more convenient and can be applied without the floor mass information. It is verified by some numerical simulations and the experimental data analysis for a benchmark (IASC-ASCE Phase 11) model. This ASDI is also applied to the damage assessment of a 7-storey reinforced concrete hotel building in Van Nuys, California, which experienced severe structural damage during the 1994 Northridge earthquake. With both its fundamental frequency and mode shape identified by the SRIM (System Realization using Information Matrix) identification technique, it is shown that the ASDI agrees fairly well with the results of the visual inspection, and is valuable in practical application. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2143 / 2157
页数:15
相关论文
共 50 条
  • [1] Modal tracking of seismically-excited buildings using stochastic system identification
    Chang, Chia-Ming
    Chou, Jau-Yu
    SMART STRUCTURES AND SYSTEMS, 2020, 26 (04) : 419 - 433
  • [2] Decentralized damage detection of seismically-excited buildings using multiple banks of Kalman estimators
    Chou, Jau-Yu
    Chang, Chia-Ming
    ADVANCED ENGINEERING INFORMATICS, 2018, 38 : 1 - 13
  • [3] Comparative Study of AI-Enabled Damage Detection Strategies Based on Story Drifts and Stiffness Reductions for Seismically-Excited Building
    Liu, Chieh-Yu
    Chang, Chia-Ming
    HEALTH MONITORING OF STRUCTURAL AND BIOLOGICAL SYSTEMS XVIII, 2024, 12951
  • [4] Damage Detection of Seismically Excited Buildings Based on Prediction Errors
    Chang, Chia-Ming
    Chou, Jau-Yu
    JOURNAL OF AEROSPACE ENGINEERING, 2018, 31 (04)
  • [5] Damage Detection of Seismically Excited Buildings Based on Prediction Errors
    Chang, Chia-Ming (changcm@ntu.edu.tw), 1600, American Society of Civil Engineers (ASCE), United States (31):
  • [6] Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings
    Yang, Xiongjun
    Lei, Ying
    Wang, Junjie
    Zhu, Hongping
    Shen, Wenai
    ENGINEERING STRUCTURES, 2023, 292
  • [7] Damage Assessment of Seismically Excited Buildings Through Incomplete Measurements
    Lin, Chi-Chang
    Lin, Ging-Long
    Hsieh, Kun-Shu
    JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 2014, 136 (06):
  • [9] Lyapunov Based Control Algorithm for Seismically Excited Buildings
    Farida, Achour-Olivier
    Hamid, Afra
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2016, 60 (03): : 413 - 420
  • [10] Experimental verifications of H infinity and sliding mode control for seismically excited buildings
    Yang, JN
    Wu, JC
    Reinhorn, AM
    Riley, M
    Schmitendorf, WE
    Jabbari, F
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (01): : 69 - 75