Volume 39 Issue 1
Feb.  2025
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2025  >  39(1): 122-131
Liu Xuecheng, Ren Jiyu, Ou Qiang, Wang Chunyan, Liu Shimin, Ding Xuanming. Shaking table test on seismic performance of energy-dissipating pile-anchor structure under El Centro seismic waves[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(1): 122-131. doi: 10.20265/j.cnki.issn.1007-2993.2023-0874
Citation: Liu Xuecheng, Ren Jiyu, Ou Qiang, Wang Chunyan, Liu Shimin, Ding Xuanming. Shaking table test on seismic performance of energy-dissipating pile-anchor structure under El Centro seismic waves[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(1): 122-131. doi: 10.20265/j.cnki.issn.1007-2993.2023-0874
shu

Shaking table test on seismic performance of energy-dissipating pile-anchor structure under El Centro seismic waves

doi: 10.20265/j.cnki.issn.1007-2993.2023-0874

  • School of Civil Engineering, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045, China

  • Received Date: 2023-11-20
  • Accepted Date: 2024-08-29
  • Rev Recd Date: 2024-04-15
  • Publish Date: 2025-02-21
    Abstract
  • To enhance the seismic resilience of structures, isolation and damping technologies along with high-performance materials have been widely adopted in the construction of buildings and bridges. However, optimizing seismic performance in geotechnical retaining structures remains relatively underdeveloped. Therefore, this study introduced an energy-dissipating pile-anchor structure developed using Engineered Cementitious Composite (ECC) materials and viscous damping technology, and its seismic performance was assessed through shaking table tests. The dynamic response characteristics of the new structure were analyzed, focusing on acceleration response, Hilbert spectral changes, and dynamic shear stress-strain behaviors. The analysis indicates that the energy-dissipating pile-anchor system increases the energy absorption of superficial soil layers during seismic events, effectively reducing the energy transmitted to the pile body and thus mitigating damage to the support structure. Additionally, the research found that the Hilbert spectrum accurately describes the time-frequency characteristics of seismic waves, providing a comprehensive view of the structural dynamics. These results offer references for the optimization of seismic resilience in anchor-supported slide-resistant pile structures.

     

    • FullText(HTML)
  • loading
    • References(21)
  • [1]
    黄润秋, 裴向军, 李天斌. 汶川地震触发大光包巨型滑坡基本特征及形成机理分析[J]. 工程地质学报,2008,16(6):730-741. (HUANG R Q, PEI X J, LI T B. Basic characteristics and formation mechanism of the largest scale landslide at Dagungdao occurred during the Wenchuan earthquake[J]. Journal of Engineering Geology,2008,16(6):730-741. (in Chinese)

    HUANG R Q, PEI X J, LI T B. Basic characteristics and formation mechanism of the largest scale landslide at Dagungdao occurred during the Wenchuan earthquake[J]. Journal of Engineering Geology, 2008, 16（6）: 730-741. (in Chinese)
    [2]
    宋 章, 张广泽, 蒋良文, 等. 川藏铁路主要地质灾害特征及地质选线探析[J]. 铁道标准设计,2016,60(1):14-19. (SONG Z, ZHANG G Z, JIANG L W, et al. Analysis of the characteristics of major geological disasters and geological alignment of Sichuan-Tibet railway[J]. Railway Standard Design,2016,60(1):14-19. (in Chinese)

    SONG Z, ZHANG G Z, JIANG L W, et al. Analysis of the characteristics of major geological disasters and geological alignment of Sichuan-Tibet railway[J]. Railway Standard Design, 2016, 60（1）: 14-19. (in Chinese)
    [3]
    邢爱国, 吴志坚, 陈龙珠, 等. 汶川地震在甘肃省的次生典型边坡灾害特征[J]. 西北地震学报,2010,32(1):95-98. (XING A G, WU Z J, CHEN L Z, et al. Characteristics of secondary typical slope disaster in Gansu province induced by the Wenchuan earthquake[J]. China Earthquake Engineering Journal,2010,32(1):95-98. (in Chinese)

    XING A G, WU Z J, CHEN L Z, et al. Characteristics of secondary typical slope disaster in Gansu province induced by the Wenchuan earthquake[J]. China Earthquake Engineering Journal, 2010, 32（1）: 95-98. (in Chinese)
    [4]
    殷跃平. 汶川八级地震地质灾害研究[J]. 工程地质学报,2008,16(4):433-444. (YIN Y P. Researches on the geo-hazards triggered by Wenchuan earthquake, Sichuan[J]. Journal of Engineering Geology,2008,16(4):433-444. (in Chinese) doi: 10.3969/j.issn.1004-9665.2008.04.001

    YIN Y P. Researches on the geo-hazards triggered by Wenchuan earthquake, Sichuan[J]. Journal of Engineering Geology, 2008, 16（4）: 433-444. (in Chinese) doi: 10.3969/j.issn.1004-9665.2008.04.001
    [5]
    程时涛, 何浩祥, 程 扬, 等. 基于非完美维修和韧性提升理念的震损结构性能恢复策略[J/OL]. (2023-10-17)[2024-11-14]. http://kns.cnki.net/kcms/detail/11.2595.O3.20231016.1155.012.html (CHENG S T, HE H X, CHENG Y, et al. Performance recovery strategy of seismic-damaged structures upon imperfect maintenance and resilience improvement[J/OL]. (2023-10-17)[2024-11-14]. http://kns.cnki.net/kcms/detail/11.2595.O3.20231016.1155.012.html.(in Chinese)

    CHENG S T, HE H X, CHENG Y, et al. Performance recovery strategy of seismic-damaged structures upon imperfect maintenance and resilience improvement[J/OL]. (2023-10-17)[2024-11-14]. http://kns.cnki.net/kcms/detail/11.2595.O3.20231016.1155.012.html.(in Chinese)
    [6]
    邓 鹏, 周锦鹏, 黄 频. 锈蚀钢筋混凝土框架结构的抗震韧性评估[J]. 地震工程与工程振动,2023,43(3):23-34. (DENG P, ZHOU J P, HUANG P. Evaluation of seismic resilience of corroded reinforced concrete frame structure[J]. Earthquake Engineering and Engineering Dynamics,2023,43(3):23-34. (in Chinese)

    DENG P, ZHOU J P, HUANG P. Evaluation of seismic resilience of corroded reinforced concrete frame structure[J]. Earthquake Engineering and Engineering Dynamics, 2023, 43（3）: 23-34. (in Chinese)
    [7]
    石 晟, 杜东升, 王曙光, 等. 高层钢结构不同减震加固方案的抗震韧性评估[J]. 土木工程学报,2020,53(4):71-82. (SHI S, DU D S, WANG S G, et al. Assessment of reinforcement scheme for a high-rise steel structure based on seismic resilience and reinforcement benefit ratio[J]. China Civil Engineering Journal,2020,53(4):71-82. (in Chinese)

    SHI S, DU D S, WANG S G, et al. Assessment of reinforcement scheme for a high-rise steel structure based on seismic resilience and reinforcement benefit ratio[J]. China Civil Engineering Journal, 2020, 53（4）: 71-82. (in Chinese)
    [8]
    邱灿星, 杜修力. 自复位结构的研究进展和应用现状[J]. 土木工程学报,2021,54(11):11-26. (QIU C X, DU X L. A state-of-the-art review on the research and application of self-centering structures[J]. China Civil Engineering Journal,2021,54(11):11-26. (in Chinese)

    QIU C X, DU X L. A state-of-the-art review on the research and application of self-centering structures[J]. China Civil Engineering Journal, 2021, 54（11）: 11-26. (in Chinese)
    [9]
    谢 强, 杨振宇, 何 畅. 带减震支座的T型开关设备地震响应分析及试验研究[J]. 地震工程与工程振动,2019,39(1):54-61. (XIE Q, YANG Z Y, HE C. Seismic responses analysis and experimental study of T-shape switch equipment with base isolation[J]. Earthquake Engineering and Engineering Dynamics,2019,39(1):54-61. (in Chinese)

    XIE Q, YANG Z Y, HE C. Seismic responses analysis and experimental study of T-shape switch equipment with base isolation[J]. Earthquake Engineering and Engineering Dynamics, 2019, 39（1）: 54-61. (in Chinese)
    [10]
    BATHURST R J, ZARNANI S, GASKIN A. Shaking table testing of geofoam seismic buffers[J]. Soil Dynamics and Earthquake Engineering,2007,27(4):324-332. doi: 10.1016/j.soildyn.2006.08.003
    [11]
    PAI L F, WU H G. Shaking table test of comparison and optimization of seismic performance of slope reinforcement with multi-anchor piles[J]. Soil Dynamics and Earthquake Engineering,2021,145:106737. doi: 10.1016/j.soildyn.2021.106737
    [12]
    康迎杰, 彭凌云, 刘庆宽, 等. 近断层脉冲地震作用下调谐型阻尼器对隔震结构的减震控制[J/OL]. (2023-06-05)[2024-11-15]. http://kns.cnki.net/kcms/detail/11.2595.O3.20230602.1647.012.html (KANG Y J, PENG L Y, LIU Q K, et al. Seismic control of tuned dampers for seismic isolated structures under near-fault pulse-like ground motions[J]. (2023-06-05)[2024-11-15]. http://kns.cnki.net/kcms/detail/11.2595.O3.20230602.1647.012.html.(in Chinese)

    KANG Y J, PENG L Y, LIU Q K, et al. Seismic control of tuned dampers for seismic isolated structures under near-fault pulse-like ground motions[J]. (2023-06-05)[2024-11-15]. http://kns.cnki.net/kcms/detail/11.2595.O3.20230602.1647.012.html.(in Chinese)
    [13]
    信 任, 张 强, 黄 炜, 等. 黏滞阻尼器加固大空间混凝土框架结构振动台试验研究[J]. 建筑结构学报,2023,44(3):20-29. (XIN R, ZHANG Q, HUANG W, et al. Shaking table test of large-space RC frame reinforced by viscous dampers[J]. Journal of Building Structures,2023,44(3):20-29. (in Chinese)

    XIN R, ZHANG Q, HUANG W, et al. Shaking table test of large-space RC frame reinforced by viscous dampers[J]. Journal of Building Structures, 2023, 44（3）: 20-29. (in Chinese)
    [14]
    刘彦辉, 谭 平, 金建敏, 等. 地震作用下全浮漂大跨斜拉桥耗能减震控制研究[J]. 振动与冲击,2015,34(8):1-6. (LIU Y H, TAN P, JIN J M, et al. Energy dissipation control for long span cable-stayed bridges as a full-floating system under earthquake[J]. Journal of Vibration and Shock,2015,34(8):1-6. (in Chinese)

    LIU Y H, TAN P, JIN J M, et al. Energy dissipation control for long span cable-stayed bridges as a full-floating system under earthquake[J]. Journal of Vibration and Shock, 2015, 34（8）: 1-6. (in Chinese)
    [15]
    彭 晓, 黄晓斌, 阙海群, 等. ECC-BFRP加固地铁车站抗震性能研究[J]. 地震工程与工程振动,2022,42(6):184-191. (PENG X, HUANG X B, QUE H Q, et al. Seismic performance of subway station reinforced by the ECC-BFRP[J]. Earthquake Engineering and Engineering Dynamics,2022,42(6):184-191. (in Chinese)

    PENG X, HUANG X B, QUE H Q, et al. Seismic performance of subway station reinforced by the ECC-BFRP[J]. Earthquake Engineering and Engineering Dynamics, 2022, 42（6）: 184-191. (in Chinese)
    [16]
    袁 方, 赵修远. FRP筋-钢筋增强ECC-混凝土组合柱抗震性能研究[J]. 工程力学,2021,38(8):55-65,144. (YUAN F, ZHAO X Y. Seismic behaviors of hybrid FRP-steel reinforced ECC-concrete composite columns[J]. Engineering Mechanics,2021,38(8):55-65,144. (in Chinese) doi: 10.6052/j.issn.1000-4750.2020.08.0532

    YUAN F, ZHAO X Y. Seismic behaviors of hybrid FRP-steel reinforced ECC-concrete composite columns[J]. Engineering Mechanics, 2021, 38（8）: 55-65,144. (in Chinese) doi: 10.6052/j.issn.1000-4750.2020.08.0532
    [17]
    韩 军, 翟永林, 张 晖, 等. 底部采用高性能纤维增强混凝土的RC剪力墙结构抗震性能分析[J]. 建筑结构学报,2021,42(S1):47-54. (HAN J, ZHAI Y L, ZHANG H, et al. Seismic performance analysis of RC shear wall structure with fiber-reinforced concrete in plastic hinge region[J]. Journal of Building Structures,2021,42(S1):47-54. (in Chinese)

    HAN J, ZHAI Y L, ZHANG H, et al. Seismic performance analysis of RC shear wall structure with fiber-reinforced concrete in plastic hinge region[J]. Journal of Building Structures, 2021, 42（S1）: 47-54. (in Chinese)
    [18]
    BUCKINGHAM E. On physically similar systems; illustrations of the use of dimensional equations[J]. Physical Review,1914,4(4):345-376. doi: 10.1103/PhysRev.4.345
    [19]
    LIAN J, DING X M, ZHANG L. Shaking table test on seismic response of an accumulation landslide reinforced by pile-plate retaining wall based on the time-frequency analysis method[J]. Journal of Central South University,2023,30(5):1710-1721. doi: 10.1007/s11771-023-5323-7
    [20]
    RAYAMAJHI D, TAMURA S, KHOSRAVI M, et al. Dynamic centrifuge tests to evaluate reinforcing mechanisms of soil-cement columns in liquefiable sand[J]. Journal of Geotechnical and Geoenvironmental Engineering,2015,141(6):04015015. doi: 10.1061/(ASCE)GT.1943-5606.0001298
    [21]
    KAMAI R, BOULANGER R W. Characterizing localization processes during liquefaction using inverse analyses of instrumentation arrays[M]//HATZOR Y H, SULEM J, VARDOULAKIS I. Meso-Scale Shear Physics in Earthquake and Landslide Mechanics. London: Routledge, 2009: 219-238.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(12)  / Tables(5)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (9) PDF downloads(1) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return