Application of numerical simulation and vibration measurements for seismic damage assessment of railway structures

被引:0
|
作者
Uehan, F
Meguro, K
机构
[1] Railway Tech Res Inst, Struct Mech Lab, Kokubunji, Tokyo 1858540, Japan
[2] Univ Tokyo, Inst Ind Sci, Meguro Ku, Tokyo 1538505, Japan
关键词
structural analysis; damage mechanics; nondestructive inspection; railway structure; numerical simulation; seismic damage; applied element method; vibration measurement;
D O I
10.1299/jsmec.47.544
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study, the authors discuss methods to assess the future/actual damage to RC structures by using numerical simulations and vibration measurements. First, the applicability of the Applied Element Method (AEM) is examined as an assessment tool for the seismic performance of RC structures with/without retrofit. Cyclic loading tests and seismic response of RC structures are simulated. Next, a method to improve the accuracy of vibration diagnoses of earthquake damaged RC structures is discussed by using damage assessment criteria calculated with the AEM. The AEM could simulate the damage behavior of RC columns, jacketed RC columns and an actual railway viaduct. The change of natural frequencies due to damage to RC columns and an actual railway viaduct with steel jacket were also correctly estimated. Seismic performance check of structures and development of assessment criteria for damage inspection can be effectively done by the AEM.
引用
收藏
页码:544 / 552
页数:9
相关论文
共 50 条
  • [1] Uncertainty in damage assessment of structures and its numerical simulation
    Möller, B
    Graf, W
    Nguyen, SH
    COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2001, 16 (06) : 375 - 383
  • [2] Damage Assessment of Structures Using Only Post-Damage Vibration Measurements
    Surace, Cecilia
    DAMAGE ASSESSMENT OF STRUCTURES X, PTS 1 AND 2, 2013, 569-570 : 11 - 22
  • [3] Seismic Damage of and Seismic Rehabilitation Techniques for Railway Reinforced Concrete Structures
    Ishibashi, Tadayoshi
    Tsukishima, Daisuke
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2009, 7 (03) : 287 - 296
  • [4] Damage assessment of a railway bridge based on vibration monitoring
    Oshima, Y.
    Sugiura, K.
    Kim, J. Y.
    LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT, 2015, : 389 - 395
  • [5] Design and numerical simulation of an optic fibre sensor for damage assessment of structures
    Delpretel, Cristiana
    Rosso, Carlo
    DAMAGE ASSESSMENT OF STRUCTURES VII, 2007, 347 : 393 - 398
  • [6] Determination of offshore structures damage by vibration measurements
    Hung, NX
    Hoang, NX
    ELECTROMAGNETIC NONDESTRUCTIVE EVALUATION, 1997, 12 : 129 - 138
  • [7] Damage identification in masonry structures with vibration measurements
    Ramos, L. F.
    Lourenco, P. B.
    De Roeck, G.
    Campos-Costa, A.
    STRUCTURAL ANALYSIS OF HISTORIC CONSTRUCTION: PRESERVING SAFETY AND SIGNIFICANCE, VOLS 1 AND 2, 2008, : 311 - +
  • [8] Numerical assessment of materials used in railway crossings by predicting damage initiation - Validation and application
    Wiedorn, Julian
    Daves, Werner
    Ossberger, Uwe
    Ossberger, Heinz
    Pletz, Martin
    WEAR, 2018, 414 : 136 - 150
  • [9] Field Measurements and Numerical Simulation of Snowdrift on Railway Subgrade
    Qiu, Shumao
    Bai, Mingzhou
    Jiang, Hua
    Li, Pengxiang
    Wei, Zijun
    Li, Xin
    JOURNAL OF TESTING AND EVALUATION, 2022, 50 (06) : 2988 - 3000
  • [10] Seismic risk assessment and expected damage evaluation of railway viaduct
    Yoshikawa, H.
    Ohtaki, T.
    Hattori, H.
    Maeda, Y.
    Noguchi, A.
    Okada, H.
    APPLICATIONS OF STATISICS AND PROBABILITY IN CIVIL ENGINEERING, 2007, : 379 - 380