Research on Seismic Performance of Large Span Steel Structure

Yongji Nan

doi:10.6919/ICJE.202506_11(6).0029

Authors

Yongji Nan

DOI:

https://doi.org/10.6919/ICJE.202506_11(6).0029

Keywords:

Horizontal Earthquake; Vertical Earthquake; Seismic Design Method; Coupled Earthquake.

Abstract

The structure of the studio has the characteristics of large span, large clearance height and large hanging load. Based on the mechanical advantages of steel structure, large-span steel structure has been widely used in this kind of building. Due to the geometric characteristics of the structure and the distribution characteristics of roof load, the influence of horizontal seismic action and vertical seismic action on the mechanical properties of the structure is difficult to ignore. In this paper, the seismic performance of large-span studio steel structure is deeply studied based on the actual engineering.

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