CN 11-2068/TU ISSN 1000-8993

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Volume 34 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(2): 28-32

Qian Jiaru, Li Gengqin. STUDY ON APPLICATION OF SPECIAL-SHAPED COLUMNS TO BUILDINGS WITH SEISMIC FORTIFICATION INTENSITY 8[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 28-32. doi: 10.13204/j.gyjz200402010

Citation:

Qian Jiaru, Li Gengqin. STUDY ON APPLICATION OF SPECIAL-SHAPED COLUMNS TO BUILDINGS WITH SEISMIC FORTIFICATION INTENSITY 8[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 28-32. doi: 10.13204/j.gyjz200402010

Qian Jiaru, Li Gengqin. STUDY ON APPLICATION OF SPECIAL-SHAPED COLUMNS TO BUILDINGS WITH SEISMIC FORTIFICATION INTENSITY 8[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 28-32. doi: 10.13204/j.gyjz200402010

Citation:

Qian Jiaru, Li Gengqin. STUDY ON APPLICATION OF SPECIAL-SHAPED COLUMNS TO BUILDINGS WITH SEISMIC FORTIFICATION INTENSITY 8[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 28-32. doi: 10.13204/j.gyjz200402010

STUDY ON APPLICATION OF SPECIAL-SHAPED COLUMNS TO BUILDINGS WITH SEISMIC FORTIFICATION INTENSITY 8

doi: 10.13204/j.gyjz200402010

1.
Tsinghua University Beijing 100084

Received Date: 2003-04-07
Publish Date: 2004-02-20

Abstract

By elastoplastic time history analysis of reinforced concrete frame structures and frame shear wall structures with special shaped columns, and by summarizing the experimental results of special shaped columns and frames with special shaped columns, the application of special shaped columns to buildings with seismic fortification intensity 8 was studied and the design recommendations are presented.
- special-shaped column,
- frame,
- frame-shear wall,
- seismic design

References

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