CFRP composite retrofitting effect on the dynamic characteristics of arch dams

被引:20
|
作者
Altunisik, Ahmet Can [1 ]
Gunaydin, Murat [2 ]
Sevim, Baris [3 ]
Bayraktar, Alemdar [1 ]
Adanur, Suleyman [1 ]
机构
[1] Karadeniz Tech Univ, Dept Civil Engn, Trabzon, Turkey
[2] Gumushane Univ, Dept Civil Engn, Gumushane, Turkey
[3] Yildiz Tech Univ, Dept Civil Engn, Istanbul, Turkey
关键词
Ambient vibration test; Carbon fiber reinforced polymer; Dynamic characteristics; Enhanced frequency domain decomposition; Prototype arch dam-reservoir-foundation model; Retrofitting; Strengthening; SEISMIC RESPONSE; AMBIENT; IDENTIFICATION; PERFORMANCE; BEHAVIOR; JOINTS;
D O I
10.1016/j.soildyn.2015.03.008
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The purpose of this study is to investigate the effect of retrofitting dynamic characteristics of a damaged laboratory arch dam model, subsequently repaired with high-strength structural mortar and strengthened with composite carbon fiber reinforced polymer. This study constructed in laboratory conditions is a prototype arch dam-reservoir-foundation model. Five test cases of ambient vibration on the arch dam model illustrate the changes in dynamic characteristics: natural frequency, mode shape, and damping ratio, before and after retrofitting. The ambient vibration tests collected data from the dam body during vibrations by natural excitations which provided small impacts and response signals from sensitivity accelerometers placed at crest points. Enhanced Frequency Domain Decomposition Method in the frequency domain extracts the experimental dynamic characteristics. At the end of the study, experimentally identified dynamic characteristics obtained from all test cases have been compared with each other. Apparently, after the retrofitting, the natural frequencies of the dam body increased considerably, demonstrating that the retrofitting, including repairing and strengthening is very effective on the flashback of initial dynamic characteristics. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 9
页数:9
相关论文
共 50 条
  • [1] Effect of attached outlets on the dynamic response of arch dams
    Zhang, Meng-Zhong
    Wang, Xiang-Chao
    Liu, Yao-Lai
    Wang, Jin-Ting
    Yi, Kui
    Yan, Jian-Hua
    Chen, Hong-Jie
    ENGINEERING STRUCTURES, 2024, 302
  • [2] Effect of valley topography on dynamic response of arch dams
    Zhang, Meng-Zhong
    Qiu, Yi-Xiang
    Xu, Wei-Chi
    Wang, Jin-Ting
    Pan, Jian-Wen
    Huang, Hai-Long
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2024, 186
  • [3] Damage characteristics and dynamic responses of high arch dams under rockfall impact loads
    Qi, Zhiyong
    Liu, Aobo
    Xue, Bing
    Wang, Gaohui
    Xu, Bo
    Tang, Xiaodan
    Mou, You
    STRUCTURES, 2024, 62
  • [4] Characteristics of the construction of arch dams on the Sulak River
    Danilov, A.S.
    Dvurekov, V.N.
    Zholnerchuk, V.I.
    Hydrotechnical Construction, 1989, 23 (03): : 145 - 147
  • [5] GFRP retrofitting effect on the dynamic characteristics of model steel structure
    Tuhta, Sertac
    STEEL AND COMPOSITE STRUCTURES, 2018, 28 (02): : 223 - 231
  • [6] SHAPE OPTIMIZATION OF ARCH DAMS FOR STATIC AND DYNAMIC LOADS
    ZHU, BF
    RAO, B
    JIA, JS
    LI, YS
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1992, 118 (11): : 2996 - 3015
  • [7] DYNAMIC ANALYSIS OF ARCH DAMS INCLUDING HYDRODYNAMIC EFFECTS
    HALL, JF
    CHOPRA, AK
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1983, 109 (01): : 149 - 167
  • [8] A Literature Review on Dynamic Analysis of Concrete Gravity and Arch Dams
    M. Rezaiee-Pajand
    M. S. Kazemiyan
    A. Aftabi Sani
    Archives of Computational Methods in Engineering, 2021, 28 : 4357 - 4372
  • [9] Theory of Temperature Dynamic Control in Arch Dams and Its Application
    Duan, Yin
    Lu, Xinghong
    Chang, Xiaolin
    ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4, 2012, 594-597 : 738 - +
  • [10] Nonlinear dynamic analysis of arch dams considering contraction joints
    Lombarkia H.
    Kadid A.
    Youb Y.
    Asian Journal of Civil Engineering, 2018, 19 (3) : 249 - 262