Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 43 Issue 10
Turn off MathJax
Article Contents
Abstract
References
LI Sheng, ZHUANG Hai-yang, WANG Wei, DONG Zheng-fang. Seismic performance of single-story subway station structures with different types of intermediate columns[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(10): 1905-1914. DOI: 10.11779/CJGE202110017
Citation: LI Sheng, ZHUANG Hai-yang, WANG Wei, DONG Zheng-fang. Seismic performance of single-story subway station structures with different types of intermediate columns[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(10): 1905-1914. DOI: 10.11779/CJGE202110017
shu

Seismic performance of single-story subway station structures with different types of intermediate columns

  • 1.

    Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing 210009, China

  • 2.

    Institute of Geotechnical and Rail Transport Engineering, Henan University, Kaifeng 475004, China

More Information
  • Received Date: April 19, 2021
  • Available Online: December 02, 2022
    Graphical Abstract
    • Abstract
  • In view of the seismic weak component of the single frame type underground subway station structure, using the rectangular reinforced concrete columns, the circular reinforced concrete columns, and the proposed precast concrete-filled steel tube (CFST) columns with quick connection devices, a three-dimensional global time-domain finite element analysis model for the nonlinear statically and dynamically coupled soil-main structure interaction is established. The influence rules of the interlayer displacement angle, seismic damage and dynamic stress response of the main structures of the subway station are compared and analyzed when different types of intermediate columns are adopted. The results show that compared with the rectangular columns, the circular columns with equal moment of inertia suffer less damage in earthquakes, and have better seismic performance. The proposed precast CFST columns with quick connection devices can effectively ensure that the columns in the structures will not be seriously damaged in strong earthquakes. They can be quickly replaced after earthquakes so as to improve the overall seismic performance of the underground subway station structure.
    • FullText(HTML)
    • References (24)
  • [1]
    顾泰昌. 国内外装配式建筑发展现状[J]. 工程建设标准化, 2014(8): 48-51. https://www.cnki.com.cn/Article/CJFDTOTAL-GJBZ201408036.htm

    GU Tai-chang. Development status of prefabricated buildings at home and abroad[J]. Standardization of Engineering Construction, 2014(8): 48-51. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GJBZ201408036.htm
    [2]
    庄海洋, 王雪剑, 王瑞, 等. 土-地铁动力相互作用体系侧向变形特征研究[J]. 岩土工程学报, 2017, 39(10): 1761-1769. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201710003.htm

    ZHUANG Hai-yang, WANG Xue-jian, WANG Rui, et al. Characteristics of lateral deformation of soil-subway dynamic interaction system[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1761-1769. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201710003.htm
    [3]
    HASHASH Y M A, HOOK J J, SCHMIDT B, et al. Seismic design and analysis of underground structures[J]. Tunnelling and Underground Space Technology, 2001, 16(4): 247-293. doi: 10.1016/S0886-7798(01)00051-7
    [4]
    杜修力, 王刚, 路德春. 日本阪神地震中大开地铁车站地震破坏机理分析[J]. 防灾减灾工程学报, 2016, 36(2): 165-171. https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK201602001.htm

    DU Xiu-li, WANG Gang, LU De-chun. Earthquake damage mechanism analysis of Daikai Metro Station by Kobe earthquake[J]. Journal of Disaster Prevention and Mitigation Engineering, 2016, 36(2): 165-171. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK201602001.htm
    [5]
    杜修力, 马超, 路德春, 等. 大开地铁车站地震破坏模拟与机理分析[J]. 土木工程学报, 2017, 50(1): 53-62. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201701007.htm

    DU Xiu-li, MA Chao, LU De-chun, et al. Collapse simulation and failure mechanism analysis of the Daikai subway station under seismic loads[J]. China Civil Engineering Journal, 2017, 50(1): 53-62. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201701007.htm
    [6]
    杜修力, 刘洪涛, 路德春, 等. 装配整体式地铁车站侧墙底节点抗震性能研究[J]. 土木工程学报, 2017, 50(4): 38-47. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201704005.htm

    DU Xiu-li, LIU Hong-tao, LU De-chun, et al. Study on seismic performance of sidewall joints in assembled monolithic subway station[J]. China Civil Engineering Journal, 2017, 50(4): 38-47. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201704005.htm
    [7]
    刘洪涛. 装配整体式地铁车站节点试验研究及整体抗震性能分析[D]. 北京: 北京工业大学, 2018.

    LIU Hong-tao. Experimental Research on Joints of Assembled Integral Subway Stations and Analysis of Overall Seismic Performance[D]. Beijing: Beijing University of Technology, 2018. (in Chinese)
    [8]
    庄海洋, 程绍革, 陈国兴. 阪神地震中大开地铁车站震害机制数值仿真分析[J]. 岩土力学, 2008, 29(1): 245-250. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200801048.htm

    ZHUANG Hai-yang, CHEN Shao-ge, CHEN Guo-xing. Numerical simulation and analysis of earthquake damages of Daikai metro station caused by Kobe earthquake[J]. Rock and Soil Mechanics, 2008, 29(1): 245-250. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200801048.htm
    [9]
    CHEN Z Y, CHEN W, BIAN G Q. Seismic performance upgrading for underground structures by introducing shear panel dampers[J]. Advance in Structure Engineering, 2014, 17(9): 1343-1357.
    [10]
    MA C, LU D C, DU X L. Seismic performance upgrading for underground structures by introducing sliding isolation bearings[J]. Tunnelling and Underground Space Technology, 2018, 74: 1-9.
    [11]
    DING P, TAO L J, YANG X R, et al. Three-dimensional dynamic response analysis of a single-ring structure in a prefabricated subway station[J]. Sustainable Cities and Society, 2019, 44: 271-286.
    [12]
    LIU H T, YAN Q S, DU X L. Seismic performance comparison between precast beam joints and cast-in-place beam joints[J]. Advances in Structural Engineering, 2017, 20(9): 1299-1314.
    [13]
    庄海洋, 陈国兴, 朱定华. 土体动力黏塑性记忆型嵌套面本构模型及其验证[J]. 岩土工程学报, 2006, 28(10): 1267-1272. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200610016.htm

    ZHUANG Hai-yang, CHEN Guo-xing, ZHU Ding-hua. The dynamic visco-plastic memorial nested yield surface model of soil and its verfication[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1267-1272. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200610016.htm
    [14]
    庄海洋, 陈国兴. 对土体动力黏塑性记忆型嵌套面模型的改进[J]. 岩土力学, 2009, 30(1): 118-122. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200901028.htm

    ZHUANG Hai-yang, CHEN Guo-xing. Improvement of dynamic viscoplastic memorial nested yield surface model of soil[J]. Rock and Soil Mechanics, 2009, 30(1): 118-122. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200901028.htm
    [15]
    LEE J, FENVES G L. Plastic-damage model for cyclic loading of concrete structures[J]. Journal of Engineering Mechanics, 1998, 124(8): 892-900.
    [16]
    LUBLINER J, OLIVER J, OLLER S, et al. A plastic-damage model for concrete[J]. International Journal of Solids and Structures, 1989, 25(3): 299-326.
    [17]
    ZHUANG H Y, HU Z H, WANG X J, et al. Seismic responses of a large underground structure in liquefied soils by FEM numerical modelling[J]. Bulletin of Earthquake Engineering, 2015, 13(12): 3645-3668.
    [18]
    ZHUANG H Y, REN J W, MIAO Y, et al. Seismic performance levels of a large underground subway station in different soil foundations[J]. Journal of Earthquake Engineering, 2019, 7: 1-26.
    [19]
    Code of Practice for Temporary Works Procedures and the Permissible Stress Design of Falsework: BS 5975-2008+A1-2011[S]. 2011.
    [20]
    防波堤与护岸设计规范：JTS 154—2018[S]. 2018.

    Code of Design for Breakwaters and Revetments: JTS 154—2018[S]. 2018. (in Chinese)
    [21]
    徐有邻, 沈文都. 钢筋砼黏结锚固性能的试验研究[J]. 建筑结构学报, 1994, 15(3): 26-37.

    XU You-lin, SHEN Wen-du. An experimental study of bond-anchorage properties of bars in concrete[J]. Journal of Building Structures, 1994, 15(3): 26-37. (in Chinese)
    [22]
    闻邦椿. 现代机械设计实用手册[M]. 北京: 机械工业出版社, 2015: 14-15.

    WEN Bang-chun. Modern Mechanical Design Practical Guide[M]. Beijing: China Machine Press, 2015: 14-15. (in Chinese)
    [23]
    楼梦麟, 王文剑, 朱彤. 土-结构体系振动台模型试验中土层边界影响问题[J]. 地震工程与工程振动, 2000, 20(2): 30-36. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200004004.htm

    LOU Meng-lin, WANG Wen-jian, ZHU Tong. Soil lateral boundary effect in shaking table model test of soil-structure system[J]. Earthquake Engineering and Engineering Dynamics, 2000, 20(2): 30-36. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200004004.htm
    [24]
    IIDA H, HIROTO T, YOSHIDA N, et al. Damage to Daikai subway station[J]. Special Issue of Soils and Foundations, 1996, 36: 283-300.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(24)

    1. 李东明，聂一丹，晁阳，齐慧君，林潮宁. 基于改进聚类方法的大坝安全监测算法. 水力发电. 2025(04): 97-103+110 .
    2. 李扬涛，包腾飞，李田雨. 深水大坝缺陷鲁棒实时检测方法. 武汉大学学报(信息科学版). 2025(04): 684-698 .
    3. 穆明垚，王岳航，冯国磊. 水库除险加固方案设计与技术优化及坝体稳定性分析. 粘接. 2025(04): 163-165+169 .
    4. 邓鹏. 物联网技术在小水库大坝安全监测中的应用现状. 中国宽带. 2025(04): 95-97 .
    5. 董蕊. 基于BIM技术在土石坝渗流安全监控与预警. 地下水. 2025(02): 260-262 .
    6. 高寒. 机电设备中智能故障检测诊断技术的运用. 黑龙江科学. 2024(02): 64-66 .
    7. 徐新超，张若冰. 降水极端情况下某闸坝的自适应防洪安全运行管理研究. 珠江水运. 2024(02): 119-121 .
    8. 海日姑·阿布都热西提. 小型水库雨水情测报和大坝安全监测系统设计与实践. 中国水运(下半月). 2024(03): 88-90 .
    9. 尹光景，李晨玉，曾子彬，赵芃芃，雷鹏，常留红. 基于Vue.js+Django的大坝安全监测信息管理系统开发. 软件. 2024(01): 47-49+82 .
    10. 王猛，刘英英，周明明. 浅析大坝失事主要原因及应对措施方案. 水利规划与设计. 2024(05): 81-83+105 .
    11. 刘郴玲，蒋光灿. 基于龟石水库监测资料的大坝安全性态评估分析. 人民珠江. 2024(S1): 29-33 .
    12. 李东明，李龙龙，晁阳，李同春，齐慧君，林潮宁. 大坝安全监测数字孪生系统应用研究. 水力发电. 2024(09): 110-117 .
    13. 沈晓雷，余泉，季昊巍. 基于传感器的海上风电钢结构腐蚀检测方法. 中国水运. 2024(06): 91-92 .
    14. 盛金保，李宏恩，王芳. 智能大坝建设与韧性提升发展路径研究. 中国水利. 2024(24): 68-77 .
    15. 王琛，陈锦，谢应兵. 浅析现代水利工程成本控制理论及其存在问题. 红水河. 2023(01): 7-10 .
    16. 李松培，周江，黎海波，熊静，杨志虎，刘家森. 大坝安全在线监控及智能管理平台探索与应用. 云南水力发电. 2023(06): 173-176 .
    17. 窦飞，薛江寒. 岱山大坝渗流预测模型研究及渗漏问题分析. 海河水利. 2023(06): 61-68+112 .
    18. 李宗坤，王特，葛巍，景来红，罗秋实，杨风威，宋志宇，马福恒. 黄河流域梯级水库大坝风险评估与管控的战略思考. 人民黄河. 2023(07): 1-6 .
    19. 刘越，周志维. 基于小概率法的大坝多源监测预警阈值研究. 江西水利科技. 2023(04): 252-256 .
    20. 热米拉·塔什珀拉提. 溢洪道水流特性的性能模拟研究. 水利科技与经济. 2023(07): 122-127 .
    21. 何永祥. 甘肃永昌皇城水库大坝安全评价分析. 水利科学与寒区工程. 2023(09): 142-144 .
    22. 李宇文. 小型病险水库安全鉴定及加固改造实践——以水磨坑水库为例. 湖南水利水电. 2023(05): 75-78 .
    23. 李宗坤，王特，葛巍，景来红，崔秋晶，焦余铁. 考虑溃坝后果的水库工程等级划分方法. 水科学进展. 2023(05): 753-765 .
    24. 唐忠海，陈章傑，刘书婷，廖渝，李欣艺，李滟浩，袁士才. 无人机航测技术在大坝裂缝检测中的应用研究. 科技创新与生产力. 2022(10): 63-65 .

    Other cited types(9)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(33)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return