Volume 35 Issue 3
Mar.  2020
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Fei Yin, Lu Yang, Gang Shi, Xiaolin Li. OVERVIEW OF RESEARCH PROGRESS FOR SEISMIC BEHAVIOR OF HIGH STRENGTH STEEL STRUCTURES[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 1-25. doi: 10.13206/j.gjgSE20010805
Citation: Fei Yin, Lu Yang, Gang Shi, Xiaolin Li. OVERVIEW OF RESEARCH PROGRESS FOR SEISMIC BEHAVIOR OF HIGH STRENGTH STEEL STRUCTURES[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 1-25. doi: 10.13206/j.gjgSE20010805

OVERVIEW OF RESEARCH PROGRESS FOR SEISMIC BEHAVIOR OF HIGH STRENGTH STEEL STRUCTURES

doi: 10.13206/j.gjgSE20010805
  • Received Date: 2019-05-20
  • With the increase of yield strength, the yield ratio of high strength structural steel increases, and the elongation after fracture decreases. The application of high strength structural steel in seismic areas is limited due to the lack of relevant codes. This paper reviewed research progress on seismic behavior of high strength steel structures in recent years at the level of material properties, members and structures, and the corresponding findings were summarized. Highlights include:the static tensile mechanical properties, cyclic constitutive models and ultra-low cycle fatigue properties of materials, the seismic behavior of columns, beams and connections, and the seismic behavior of high strength steel frame structures. Finally, the prospect of further research on seismic behavior of high strength steel structures was presented.
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