Exploration and practice of direct analysis methodin steel structures serial courses and practice teaching links
CSTR:
Affiliation:

1.Northwest A&2.F University

Clc Number:

G642.3

  • Article
  • | |
  • Metrics
  • |
  • Reference [18]
  • | | | |
  • Comments
    Abstract:

    Direct analysis design method is recommended as primary design method by several domestic and foreign steel structures design standards. However, textbooks and teaching contents of steel structures serial courses are obsolete, and are lagged behind the current standards and the discipline frontier. Based on above-mentioned issues, exploration and practice are implemented in steel structures serial courses on direct analysis design method. In theory teaching phase, the principle and idea of direct analysis method are taught step by step based on standard for design of steel structures. The basic concepts and implementation methods of the key points in the method are highlighted, such as overall structural imperfections, member imperfections, residual stress, joint stiffness and member eccentricity. In practical teaching phase, such as thesis for undergraduate and training programs of innovation and entrepreneurship for undergraduates, select topics related to direct analysis and make students more firmly grasp the core idea and design idea of the method. Through exploration and practice, students have mastered the design idea of direct analysis method, and the application ability and practical ability of relevant steel structure design and analysis software have been further improved. Furthermore, some research results have been obtained by students, and their scientific research level and innovation ability have also been obviously improved.

    Reference
    [1] 刘学春,白正仙,朱涛,等. 钢结构原理教学内容和教学方法的探讨与实践 [J]. 高等建筑教育,2020,29(4):101-108.
    [2] 刘占科,孙伟. 以教学效果为中心的钢结构连接教学研究 [J]. 高等建筑教育,2019, 28(1):73-82.
    [3] 陈军明,谷卫敏,陈应波. 钢结构压弯构件整体稳定问题的教学探讨 [J]. 高等建筑教育,2019, 28(3):76-79.
    [4] 李会军,李宗利,李宝辉. 钢结构稳定理论教学改革初探[J]. 黑龙江教育(高教研究与评估),2018,1236(2):55-57.
    [5] 李会军,李宗利. 关于“水工钢结构”课程教学改革的思考[J]. 黑龙江教育(高教研究与评估),2014,1122(12):7-9.
    [6] Eurocode 3: Design of steel structures-Part 1-1: General rules and rules for buildings, CEN-European committee for Standardization, Brussels (Belgium), The European Standard EN 1993-1-1:2005.
    [7] ANSI/AISC 360-16 Specification for Structural Steel Buildings. American Institute of Steel Construction, Chicago, Illinois 60601-6204
    [8] Hong Kong Code of Practice for the Structural Use of Steel [S], 2011.
    [9] 中华人民共和国住房和城乡建设部. GB 50017-2017 钢结构设计标准 [S]. 北京:中国建筑工业出版社,2007.
    [10] 张耀春,周绪红. 钢结构设计原理(第2版)[M]. 北京:高等教育出版社,2020.
    [11] 李会军,何双华,余振超. 杆件缺陷对三向单层铝合金网壳稳定承载能力的影响 [J]. 空间结构,2020,26(3):24-33.
    [12] 李会军,王超,肖姚. 随机节点偏差与杆件偏心对单层球面网壳承载力的影响研究 [J]. 建筑结构学报,2020,41(2):134-141.
    [13] 金波. 钢结构设计及计算实例-基于《钢结构设计标准》GB 50017-2017 [M]. 北京:中国建筑工业出版社,2021.
    [14] 李会军,何双华. 考虑杆件失稳的半刚接网架稳定性研究 [J]. 空间结构,2019,25(4):18-26,34.
    [15] 罗洪光. 科教融合的教学探究-以钢结构设计原理课程为例 [J]. 高等建筑教育,2019, 28(5):86-90.
    [16] HUI-JUN LI, YOSHIYA TANIGUCHI. Coupling Effect of Nodal Deviation and Member Imperfection on Load-Carrying Capacity of Single-Layer Reticulated Shell [J]. International Journal of Steel Structures, 2020,20(3):919-930.
    [17] HUI-JUN LI, YOSHIYA TANIGUCHI. Effect of joint stiffness and size on stability of three-way single-layer cylindrical reticular shell[J]. International Journal of Space Structures, 2020,35(3):90-107.
    [18] 中华人民共和国行业规范. 中华人民共和国住房和城乡建设部. JGJ 7-2010空间网格结构技术规程 [S]. 北京:中国建筑工业出版社,2010.
    Related
    Cited by
    Comments
    Comments
    分享到微博
    Submit
Get Citation
Share
Article Metrics
  • Abstract:123
  • PDF: 0
  • HTML: 0
  • Cited by: 0
History
  • Received:July 28,2021
  • Revised:August 25,2021
  • Adopted:September 09,2021
Article QR Code