doi: 10.13206/j.gjg.201504004
  • Publish Date: 2015-04-01
  • Relative Articles

    [1]ZHAO Qiu, CAI Wei, CHEN Peng, YU Ao, LIN Yongxin. Study on Refined Numerical Simulation Method of Mechanical Behavior of Prefabricated Bailey Beam[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(2): 23-31. doi: 10.13206/j.gjgS22111601
    [2]Jinghua Cong, Xuemin Wang, Jiangwen Li, Ping Du, Fengjuan Wu. Study on the Influence of Microstructure on the Properties of 460 MPa Seismic-Resistant and Fire-Resistant Construction Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(3): 34-38. doi: 10.13206/j.gjgS20070801
  • Cited by

    Periodical cited type(6)

    1. 赵学,武峰,仵广策. 密排横梁整体式桥面板钢便桥受力性能研究. 山东交通科技. 2024(06): 76-79 .
    2. 张文军. 装配式公路钢便桥施工技术应用研究. 工程技术研究. 2023(09): 78-80 .
    3. 李博,王贵和,吕高峰,任军,杨洪磊. 构件补强式贝雷平台力学性能仿真及安全性评价. 地下空间与工程学报. 2020(06): 1771-1780 .
    4. 赵家强,王占飞. 跨径240m贝雷钢便桥及平台的冰面施工. 北方交通. 2019(08): 5-8 .
    5. 孟路. 加强弦杆贝雷梁现浇支架预压试验研究. 建筑技术开发. 2018(07): 1-3 .
    6. 折孝明,邹顺,王付,彭泽友. 200型装配式公路钢桥安全性评价及工程应用. 筑路机械与施工机械化. 2017(06): 109-112 .

    Other cited types(2)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-0302.557.51012.5
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 20.3 %FULLTEXT: 20.3 %META: 79.7 %META: 79.7 %FULLTEXTMETA
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 10.8 %其他: 10.8 %北京: 7.4 %北京: 7.4 %南通: 0.7 %南通: 0.7 %台州: 2.7 %台州: 2.7 %张家口: 4.1 %张家口: 4.1 %杭州: 0.7 %杭州: 0.7 %芒廷维尤: 18.2 %芒廷维尤: 18.2 %莱芜: 1.4 %莱芜: 1.4 %西宁: 54.1 %西宁: 54.1 %其他北京南通台州张家口杭州芒廷维尤莱芜西宁

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(38) Cited by(8)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return