Wang Lijun. Discussion on Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(11): 48-49. doi: 10.13206/j.gjgS21110201
Citation: Wang Lijun. Discussion on Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(11): 48-49. doi: 10.13206/j.gjgS21110201

Discussion on Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell

doi: 10.13206/j.gjgS21110201
  • Received Date: 2021-10-05
    Available Online: 2022-01-26
  • The deflection span ratio of long-span is the same as the storey displacement angle of multi-storey and high-rise buildings, which has always been an important index of design control. The structural design of the protective building project of Zhoukoudian Site (Peking Man Cave) is comprehensively and carefully introduced from the perspective of structural stability in Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell. Based on the limit value of deflection span ratio and seismic stability of reticulated shells, it further discussed the project in order to attract the attention and participation of colleagues in the industry.
  • [1]
    马智刚, 崔光海, 汪静, 等. 大跨单层异形钢网壳整体稳定承载力分析[J]. 钢结构(中英文), 2021, 36(8): 28-34.
    [2]
    AISC. Specification for structural steel building: ANSI/AISC 360-16[S]. Chicago: American Institute of Steel Construction, 2016.
    [3]
    王立军. 轴心受压杆件设计[J]. 钢结构(中英文), 2020, 35(4): 39-49.
    [4]
    王立军. 受弯杆件设计[J]. 钢结构(中英文), 2020, 35(6): 55-64.
  • Relative Articles

    [1]Zhichao Shang, Li Chen, Fan Chen, Tingyu Li, Yong Tian. Stress Analysis of Ultra-Wide Orthotropic Steel Box Girder with Large Width-Span Ratio and Single Inclined Pylon[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(9): 19-24. doi: 10.13206/j.gjgS21012602
    [2]Zhanwei Li, Yong Yang, Yang Jiang, Tang Li, Haixia Geng. Structural Modeling and Design of BISTU Library Trumpet-Shaped Reticulated Shell Building[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(5): 33-39. doi: 10.13206/j.gjgS20071201
    [3]Zhigang Ma, Guanghai Cui, Jing Wang, Xiaofeng Jie, Jing Li, Zao Jiang. Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(8): 28-34. doi: 10.13206/j.gjgS20060901
  • Cited by

    Periodical cited type(2)

    1. 李政,王华锋. 学院体育馆大跨度被动式张弦梁结构施工仿真. 中国建筑金属结构. 2023(06): 36-38 .
    2. 陈进于,区彤,罗赤宇,张佳武,林章尹,张增球. 广州空港会展中心复合张弦桁架结构体系选型与分析. 建筑结构. 2022(21): 88-95 .

    Other cited types(1)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-04051015202530
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 16.8 %FULLTEXT: 16.8 %META: 74.9 %META: 74.9 %PDF: 8.3 %PDF: 8.3 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 12.4 %其他: 12.4 %China: 3.7 %China: 3.7 %[]: 0.2 %[]: 0.2 %上海: 1.7 %上海: 1.7 %六安: 0.2 %六安: 0.2 %兴安盟: 0.2 %兴安盟: 0.2 %北京: 1.4 %北京: 1.4 %南京: 0.2 %南京: 0.2 %南通: 0.6 %南通: 0.6 %合肥: 1.0 %合肥: 1.0 %嘉兴: 0.2 %嘉兴: 0.2 %天津: 1.0 %天津: 1.0 %太原: 0.2 %太原: 0.2 %宁波: 0.6 %宁波: 0.6 %宿州: 0.2 %宿州: 0.2 %常州: 0.8 %常州: 0.8 %广州: 0.6 %广州: 0.6 %张家口: 3.7 %张家口: 3.7 %成都: 3.5 %成都: 3.5 %扬州: 0.2 %扬州: 0.2 %昆明: 0.4 %昆明: 0.4 %晋城: 1.0 %晋城: 1.0 %杭州: 0.6 %杭州: 0.6 %武汉: 1.4 %武汉: 1.4 %沈阳: 0.4 %沈阳: 0.4 %泉州: 0.4 %泉州: 0.4 %济南: 0.8 %济南: 0.8 %深圳: 1.2 %深圳: 1.2 %温州: 0.2 %温州: 0.2 %湖州: 0.4 %湖州: 0.4 %漯河: 0.6 %漯河: 0.6 %石家庄: 0.2 %石家庄: 0.2 %芒廷维尤: 6.6 %芒廷维尤: 6.6 %芝加哥: 0.2 %芝加哥: 0.2 %西宁: 46.0 %西宁: 46.0 %西安: 0.4 %西安: 0.4 %贵阳: 0.2 %贵阳: 0.2 %达州: 0.4 %达州: 0.4 %运城: 0.6 %运城: 0.6 %郑州: 0.2 %郑州: 0.2 %重庆: 1.7 %重庆: 1.7 %长沙: 0.4 %长沙: 0.4 %阳泉: 2.3 %阳泉: 2.3 %青岛: 0.2 %青岛: 0.2 %其他China[]上海六安兴安盟北京南京南通合肥嘉兴天津太原宁波宿州常州广州张家口成都扬州昆明晋城杭州武汉沈阳泉州济南深圳温州湖州漯河石家庄芒廷维尤芝加哥西宁西安贵阳达州运城郑州重庆长沙阳泉青岛

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 (361) PDF downloads(40) Cited by(3)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return