Volume 39 Issue 2
Feb.  2024
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Genshu Tong. Seismic Design According to Standard for Design of Steel Structures (GB 50017-2017)[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(2): 58-60. doi: 10.3724/j.gjgS23031020
Citation: Genshu Tong. Seismic Design According to Standard for Design of Steel Structures (GB 50017-2017)[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(2): 58-60. doi: 10.3724/j.gjgS23031020

Seismic Design According to Standard for Design of Steel Structures (GB 50017-2017)

doi: 10.3724/j.gjgS23031020
  • Received Date: 2023-03-10
    Available Online: 2024-03-29
  • Publish Date: 2024-02-25
  • Seismic design has the characteristic of self-fulfillment. Seismic behavior of members depends on three aspects: capacity, ductility and plumpness of hysteretic curves. Method for seismic design to standard GB 50017-2017 is introduced. For system performance factors the required modifications incorporating effects of short period, MDOF, second order effect and damping are introduced. The control of ductility development mechanism and its control method are introduced. A new explanation is provided for the enlargement of seismic effect in the bottom stories, finally the design technique of second-order analysis used for seismic design is discussed.
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  • [1]
    中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017- 2017[S]. 北京:中国建筑工业出版社, 2018.
    [2]
    童根树. 钢结构与钢-混凝土组合结构设计方法[M]. 北京:中国建筑工业出版社, 2022.
    [3]
    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, 2010.
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