Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
LI Jianfen, WANG Xiangzhi, ZHOU Yiyi. Structural Analysis and Design of an Extraordinary Irregular TOD Project on Subway[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 70-76. doi: 10.13204/j.gyjzG22032113
Citation: LI Jianfen, WANG Xiangzhi, ZHOU Yiyi. Structural Analysis and Design of an Extraordinary Irregular TOD Project on Subway[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 70-76. doi: 10.13204/j.gyjzG22032113

Structural Analysis and Design of an Extraordinary Irregular TOD Project on Subway

doi: 10.13204/j.gyjzG22032113
  • Received Date: 2022-03-21
    Available Online: 2022-07-23
  • Publish Date: 2022-07-23
  • This paper mainly introduced structural design difficulties and treatment measures of an extraordinary irregular TOD project on subway. The influence of adjacent subways on structural design were analyzed. In order to avoid the interaction between the new structure and the subway to the greatest extent, the long cantilevered steel-reinforced concrete underpinning scheme was adopted. For the plane and vertical irregularity of structure, the corresponding calculation and design measures were put forward. The results showed that the long cantilevered steel-reinforced concrete underpinning scheme was feasible and the comfort level of cantilevered floor could meet the requirements; the overturning problem could be solved by rational design of pile foundation, and the settlement of pile foundation should be strictly controlled to reduce the influence on adjacent subways The less-wall frame structure system with local shear walls could obviously increase the stiffness, and improve the torsional effect of the structure.
  • [1]
    丁川,吴纲立,林姚宇.美国TOD理念发展背景及历程解[J].城市规划, 2015,39(5):89-96.
    [2]
    李珽,史懿亭,符文颖.TOD概念的发展及其中国化[J].国际城市规划, 2015,30(3):71-77.
    [3]
    路昊,罗霞.TOD模式下轨道交通站点周边土地利用优化模型[J].综合运输, 2020,42(1):38-43.
    [4]
    柏巍.快节奏·漫生活:基于轨道站点的社区营造:以宁波地铁1号线TOD社区设计为例[J].规划师, 2015,31(10):63-68.
    [5]
    刘笑凯,任娟娟,潘国瑞,等.贵阳轨道交通1号线钢弹簧浮置板轨道过渡段合理设置方式研究[J].铁道标准设计, 2015,55(3):50-53.
    [6]
    马莉.大型复杂高架车站动力学响应与减震优化研究[D].北京:中国铁道科学研究院,2011.
    [7]
    史文超.考虑支承元件损伤的地铁车轨耦合振动研究[D].淮南:安徽理工大学,2018.
    [8]
    中华人民共和国住房和城乡建设部.建筑抗震设计规范:GB 50011-2010[S].北京:中国建筑工业出版社,2016.
    [9]
    朱炳寅.建筑结构设计问答及分析[M].北京:中国建筑工业出版社,2009.
    [10]
    中华人民共和国住房和城乡建设部.高层建筑混凝土结构技术规程:JGJ 3-2010[S].北京:中国建筑工业出版社,2010.
    [11]
    吴鸿志.某地铁上盖结构设计分析[J].福建建筑,2020,268(10):48-53.
    [12]
    张坤,张红亚.型钢混凝土梁式转换层的设置位置对结构抗震性能的影响[J].钢结构, 2014,29(8):32-35.
    [13]
    史希峰,何高龙,吕玉玲.超高层型钢梁柱柱节点优化设计施工技术[J].施工技术, 2019,46(2):49-51.
    [14]
    吴轶,杨春,郑俊光,等.带耗能腋撑型钢混凝土梁转换结构抗震性能研究[J].土木工程学报,2012,45(6):74-82.
    [15]
    中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社,2015.
    [16]
    毛俊义.大跨度长悬挑结构楼板竖向振动舒适度分析验算[J].建筑结构, 2018,48(6):410-413.
    [17]
    陆道渊,黄良,江蓓,等.长悬挑结构楼盖振动舒适度分析与控制[J].建筑结构, 2015,45(19):13-17.
    [18]
    中华人民共和国住房和城乡建设部.建筑楼盖结构振动舒适度技术标准:JGJ/T 441-2019[S].北京:中国建筑工业出版社,2019.
    [19]
    中华人民共和国住房和城乡建设部.建筑地基基础设计规范:GB 50007-2011[S].北京:中国建筑工业出版社,2011.
  • Relative Articles

    [1]YANG Chunxia, CHEN Tao, ZHANG Yongtao, WAN Peng, WU Jun. Automatic Identification of Modal Parameters of Wind Turbine Towers Under Harmonic Excitation[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 134-141. doi: 10.3724/j.gyjzG23080713
    [2]HU Guibo, LYU Anlin, ZHANG Kai, WANG Zhixin, TANG Chaohua, ZHU Jianbo. Research on Influence Laws of Vibration by Rotary Drilling During Foundation Excavation on Surrounding Buildings and the Environment[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 226-233. doi: 10.3724/j.gyjzG22122010
    [3]HOU Changyin, HAN Pei, YUAN Quan. Efficiency Analysis and Optimization Strategy of Subway Station Area in Jingyu Street of Daowai District of Harbin[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 16-22. doi: 10.13204/j.gyjzG21052504
    [4]XIA Liang, ZHANG Mingshan, LI Benyue. WIND-INDUCED VIBRATION ANALYSIS AND WIND-RESISTANT DESIGN OF A CANTILEVERED STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 93-98,195. doi: 10.13204/j.gyjzG20032402
    [5]FANG Zhen, XIAO Miaowu, YU Xiaohui, ZHAO Zhicheng. UNDERPINNING REINFORCEMENT TECHNIQUE FOR CONSTRUCTING SUBWAY STATION PASSAGE UNDERPASSING THE EXISTING TUNNEL BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 172-179. doi: 10.13204/j.gyjzG20051507
    [8]Li Qingning, Yan Lei, Cui Wei, Yin Junhong, Liao Xin. SHAKING TABLE TEST OF S-SHAPED IRREGULAR CURVE VIADUCT[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 86-90. doi: 10.13204/j.gyjz201508016
    [9]Bu Xiangyi, Ding Hongyan, Zhang Guicheng. 振动; 高强螺栓; 加固[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 154-156. doi: 10.13204/j.gyjz2001412026
    [10]Jiang Feng, Fang Jia, Chen Ziyi, Wang Yu, Zhang Bo. THE IMPACT DRILLING EFFECT ON THE SURROUNDING BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 88-92,116. doi: 10.13204/j.gyjz201203019
    [11]Wang Qunwei, Wang Yongwei, Du Jie. APPLICATION OF CONSTRUCTION TECHNOLOGY IN LARGE-SCALE IRREGULAR DOUBLE-WALL CAISSON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 112-115. doi: 10.13204/j.gyjz201002026
    [12]Li Jinbao. APPLICATION OF STRAIN-CONTROL BY COMPUTERS DURING UNDERPINNING TO BEAM AND COLUMN IN REPLACED CONCRETE STRENGTHENING FOR A TALL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 107-111. doi: 10.13204/j.gyjz200809030
    [13]Wang Xiaodun, Chen Zhihua, Zhao Jianbo, Yan Xiangyu. ANALYSIS OF A COMPOSITE STRUCTURAL SYSTEM COMPOSED OF CABLE STAYED BRIDGES WITH GIANT WHEELS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 89-91. doi: 10.13204/j.gyjz200707026
    [14]Wang Yuhong, Liu Zhanjun, Niu Jian. STUDY ON VIBRATION OF FRAME FOUNDATION UNDER MACHINERY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 66-68,61. doi: 10.13204/j.gyjz200701017
    [15]Ding Sheng-guo, Xiao Chang-jian, Ding Ting, Jiang Yu. AMETHOD TO REGULATE BIAS BETWEEN THE MASS CENTER AND STIFFNESS CENTER OF IRREGULAR PLANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 32-35. doi: 10.13204/j.gyjz200610010
    [16]Ding Sheng-guo, Ding Ting, Wang Hong-ying, Mu Wen-lun. RESEARCH ON THE SHEAR-TORSION EFFECT OF THE IRREGULAR PLANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 43-46,64. doi: 10.13204/j.gyjz200606014
  • Cited by

    Periodical cited type(1)

    1. 王春森,李瑞嵩,邢民,庄亮东,聂鑫,邹岩. 轨道交通共构工程钢–混凝土组合结构体系抗震性能分析. 工业建筑. 2024(01): 96-101 . 本站查看

    Other cited types(0)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-072024-082024-092024-102024-112024-122025-012025-022025-032025-042025-052025-0605101520
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 6.6 %FULLTEXT: 6.6 %META: 87.3 %META: 87.3 %PDF: 6.1 %PDF: 6.1 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 12.2 %其他: 12.2 %China: 2.0 %China: 2.0 %上海: 6.1 %上海: 6.1 %东莞: 1.5 %东莞: 1.5 %保定: 0.5 %保定: 0.5 %克拉玛依: 0.5 %克拉玛依: 0.5 %兰州: 0.5 %兰州: 0.5 %北京: 9.6 %北京: 9.6 %南京: 3.0 %南京: 3.0 %南昌: 0.5 %南昌: 0.5 %厦门: 1.5 %厦门: 1.5 %哈尔滨: 0.5 %哈尔滨: 0.5 %嘉兴: 1.0 %嘉兴: 1.0 %天津: 2.5 %天津: 2.5 %宝鸡: 0.5 %宝鸡: 0.5 %宣城: 0.5 %宣城: 0.5 %宿州: 0.5 %宿州: 0.5 %常德: 1.0 %常德: 1.0 %广州: 4.6 %广州: 4.6 %张家口: 1.5 %张家口: 1.5 %成都: 1.5 %成都: 1.5 %扬州: 0.5 %扬州: 0.5 %承德: 0.5 %承德: 0.5 %晋城: 0.5 %晋城: 0.5 %朝阳: 0.5 %朝阳: 0.5 %杭州: 5.1 %杭州: 5.1 %洛阳: 0.5 %洛阳: 0.5 %济南: 0.5 %济南: 0.5 %深圳: 1.0 %深圳: 1.0 %湘潭: 0.5 %湘潭: 0.5 %漯河: 3.0 %漯河: 3.0 %盐城: 0.5 %盐城: 0.5 %福州: 1.0 %福州: 1.0 %绍兴: 1.0 %绍兴: 1.0 %芒廷维尤: 9.6 %芒廷维尤: 9.6 %芝加哥: 0.5 %芝加哥: 0.5 %苏州: 0.5 %苏州: 0.5 %蚌埠: 0.5 %蚌埠: 0.5 %西宁: 3.6 %西宁: 3.6 %西安: 2.5 %西安: 2.5 %贵阳: 1.5 %贵阳: 1.5 %运城: 4.6 %运城: 4.6 %邯郸: 0.5 %邯郸: 0.5 %郑州: 5.1 %郑州: 5.1 %重庆: 2.0 %重庆: 2.0 %长沙: 1.0 %长沙: 1.0 %青岛: 0.5 %青岛: 0.5 %其他China上海东莞保定克拉玛依兰州北京南京南昌厦门哈尔滨嘉兴天津宝鸡宣城宿州常德广州张家口成都扬州承德晋城朝阳杭州洛阳济南深圳湘潭漯河盐城福州绍兴芒廷维尤芝加哥苏州蚌埠西宁西安贵阳运城邯郸郑州重庆长沙青岛

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

    Article Metrics

    Article views (171) PDF downloads(12) Cited by(1)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return