Classifications of Cross-Sections Oriented to Seismic Design of Steel Buildings

Genshu Tong

doi:10.13206/j.gjgS24120420

Volume 40 Issue 1

Jan. 2025

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Genshu Tong. Classifications of Cross-Sections Oriented to Seismic Design of Steel Buildings[J]. STEEL CONSTRUCTION(Chinese & English), 2025, 40(1): 74-78. doi: 10.13206/j.gjgS24120420

Citation:

Genshu Tong. Classifications of Cross-Sections Oriented to Seismic Design of Steel Buildings[J]. STEEL CONSTRUCTION(Chinese & English), 2025, 40(1): 74-78. doi: 10.13206/j.gjgS24120420

Genshu Tong. Classifications of Cross-Sections Oriented to Seismic Design of Steel Buildings[J]. STEEL CONSTRUCTION(Chinese & English), 2025, 40(1): 74-78. doi: 10.13206/j.gjgS24120420

Citation:

Genshu Tong. Classifications of Cross-Sections Oriented to Seismic Design of Steel Buildings[J]. STEEL CONSTRUCTION(Chinese & English), 2025, 40(1): 74-78. doi: 10.13206/j.gjgS24120420

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Classifications of Cross-Sections Oriented to Seismic Design of Steel Buildings

doi: 10.13206/j.gjgS24120420

Genshu Tong

Institute of High Performance Structures, Zhejiang University, Hangzhou 310058, China

Received Date: 2024-12-04

Abstract

Abstract

The cross-sectional classification and the related structural performance factors of European, Japan, AISC and China were briefly reviewed and summarized in the paer. Tabulated values revealed that the classifications of AISC specifications were sometimes irregular and confusing; European classification was based on plastic/elastic analysis and cross-sectional moment capacity, but was used in seismic design; Japan and China’s classification was one-to-one correspondent to the system performance factors. Based on results of earlier systematic study, new classifications were proposed.
- cross-section classification,
- seismic design,
- structural performance factor

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References(8)

References

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